6003_Mecklenburg_YorkRoad_MSWLF_GW_FID1407526_20200528

IDENR USE ONLY: j ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No) Doc/Event #:
' 'NC DENR ' ' Environmental Monitoring
Division of Waste Management - Solid Waste Renortina 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):
Geosyntec Consultants of NC, PC
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Amv Kenwell
E-mail: [e-mail]
Phone: [phone]
NC Landfill Rule:
Facility name: Facility Address: Facility Permit # (-0500 or .1600)
City of Charlotte 1525 West Tyvola Road 60-03 .0500
Former York Road Landfill Charlotte, NC 28217
Environmental Status: (Check all that apply)
Initial/Background Monitoring X Detection Monitoring [X_1 Assessment Monitoring �]
Tic of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells
Groundwater monitoring data from private water supply wells
Leachate monitoring data
X Surface water monitoring data
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
Actual sampling dates (e.g.,
October 20-24, 2006)
Groundwater:
Mar 6-31, 2020
Surface Water: Mar 31, 2020
Landfill Gas: Jan 8-17, and
.Apr 8-10. 2020
Corrective Action
Certification
Q
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
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.
Amy Kenwell Geologist [phone]
Facility Represen;ative jarpp (Print) Title (Area Code) Telephone Number
5/28/2020
Date
1300 South Mint Street Suite 300, Charlotte, NC, 28203
Facility Representative Address
C-3500
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
Affix

•
cHnsLm'TE.
Prepared for
City of Charlotte
Engineering and Property Management Division
600 East 41h Street
Charlotte, NC 28202
SEMI-ANNUAL MONITORING REPORT
FIRST HALF 2020
FORMER YORK ROAD LANDFILL
NC DEQ PERMIT NO.60-03
CHARLOTTE, NORTH CAROLINA
Prepared by:
Geosyntec°
consultants
Geosyntec Consultants of NC. PC
Geosyntec Consultants of NC, P.C.
1300 S. Mint St., Suite 300
Charlotte, NC 28203
Project Number: GC5699D
May 2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC, PC
TABLE OF CONTENTS
1. INTRODUCTION................................................................................................ 1
1.1 Site Description and History........................................................................ 1
1.2 Hydrogeologic Setting................................................................................. 2
1.3 Regulatory Authority................................................................................... 2
2. MONITORING ACTIVITIES AND FIELD METHODOLOGY ....................... 4
2.1 Groundwater Monitoring............................................................................. 4
2.2 Surface Water Monitoring........................................................................... 5
2.3 Water Supply Wells..................................................................................... 6
2.4 Methane Monitoring.................................................................................... 6
2.4.1 Routine Methane Monitoring Activities ......................................... 6
3. MONITORING RESULTS.................................................................................. 8
3.1 Groundwater................................................................................................ 8
3.1.1 Potentiometric Surface Elevation and Groundwater Flow
Direction......................................................................................... 8
3.1.2 Groundwater Analytical Results .................................................... 8
3.2 Surface Water............................................................................................ 12
3.3 Methane..................................................................................................... 12
3.3.1 Passive Methane Monitoring Points ............................................. 13
3.3.2 Active Extraction Systems........................................................... 14
3.3.3 Methane Detection Systems......................................................... 17
3.3.4 Landfill Cap Inspection and Repairs ............................................ 18
4. SUMMARY, CONCLUSIONS, AND RECOMMENDATIONS ..................... 19
4.1 Groundwater.............................................................................................. 19
4.2 Surface Water............................................................................................ 20
4.3 Methane..................................................................................................... 20
4.4 Additional Activities.................................................................................. 21
4.5 Future Work............................................................................................... 21
5. REFERENCES................................................................................................... 22
GC5699D/CAR200048 ii 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consults
May 2020
Geosyntec Consultants of NC, PC
LIST OF TABLES
Table 1
Landfill Gas Sampling Schedule
Table 2
Groundwater and Surface Water Sampling Schedule
Table 3
Groundwater Well Construction Details
Table 4
Historical Groundwater Elevations
Table 5
March 2020 Detected Constituents in Groundwater
Table 6
Summary of Mann -Kendall Trend Analysis for VOCs
Table 7
March 2020 Detected Constituents in Surface Water
Table 8
Recent Methane Detections at Select Locations
Table 9 Landfill Gas and Vacuum Readings — Northeast Boundary
LIST OF FIGURES
Figure 1 Site Location Map
Figure 2 Groundwater and Surface Water Sampling Locations and Selected Site
Features
Figure 3A
Landfill Gas Monitoring Features and Structures (1 of 2)
Figure 3B
Landfill Gas Monitoring Features and Structures (2 of 2)
Figure 4
Potentiometric Surface Map (6 March 2020)
Figure 5
March 2020 2L Groundwater Exceedances
Figure 6
April 2020 North and Northeast Boundary Passive Landfill Gas
Monitoring Results
Figure 7
April 2020 Southern Boundaries Landfill Gas Monitoring Results
Figure 8
Clubhouse Venting System
Figure 9
April 2020 Landfill Gas Migration Control System Extraction Well
Monitoring Results
Figure 10
January 2020 Northeast Boundary Landfill Gas Migration Control
System Status
GC5699D/CAR200048 iii 05.2020

Semi -Annual Monitoring Report — First Half 2020
Former York Road Landfill, Charlotte, North Carolina
May 2020
Appendix A
Appendix B
Appendix C
Appendix D
Appendix E
LIST OF APPENDICES
Geosyntec''
consultants
Geosyntec Consultants of NC, PC
Sampling Field Data Sheets
Laboratory Analytical Reports
Historical Groundwater & Surface Water Monitoring Data
Landfill Gas Monitoring Data (December 2019 through April 2020)
Historical Landfill Gas Monitoring Data
GC5699D/CAR200048 iv 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina consLd=ts
May 2020
Geosyntec Consultants of NC, PC
1. INTRODUCTION
On behalf of the City of Charlotte, Geosyntec Consultants of NC, P.C. (Geosyntec) has
prepared this Semi -Annual Monitoring Report, First Half 2020 for the City of Charlotte's
former York Road Landfill. This report presents the results through April 2020 of
groundwater, surface water, and methane monitoring conducted at the former landfill
since the previous Semi -Annual Monitoring Report (Geosyntec, 2019) was submitted in
November 2019.
1.1 Site Description and History
The former York Road Landfill (herein referred to as the "Site") is an approximately 400-
acre site located along West Tyvola Road and South Tryon Street (Highway 49) in
Charlotte, Mecklenburg County, North Carolina (Figure 1). The Site was operated as an
unlined municipal solid waste landfill from 1968 to 1986, with the last expansion
occurring in 1983 (under North Carolina Department of Environmental Quality
[NCDEQ] Facility Permit Number 60-03). The landfill waste placement area consisted
of a total of approximately 168 acres, which was divided into six cells referred to as
Landfill Areas A through F, as shown in Figure 2. The precise locations of waste
placement boundaries are uncertain and have been estimated based on historical drawings
by others and electromagnetic mapping. The former landfill was developed with the
construction of West Tyvola Road, a golf course, and a recreational park following
closure in 1986. Today, the Site is utilized by the Harry L. Jones, Sr. Golf Course
(formerly Renaissance Park Golf Course) and Renaissance Park, which includes
recreational facilities for softball, hiking, biking, and disc golf.
In July 2016, the soccer and softball athletic fields at Renaissance Park were closed to the
public to alleviate continuous field maintenance efforts and potential safety issues caused
by effects of the former landfill. Select facilities associated with the softball and soccer
fields located on waste have been demolished in order to alleviate maintenance issues and
risks associated with the landfill (e.g., methane accumulation). Demolition activities
were completed by May 2019 and portions of the park where demolition occurred have
since been utilized as passive park spaces (e.g. open fields). Two of the softball fields
located outside of the expected waste boundary re -opened in 2020. Other Site facilities
outside of the demolition area including the golf course, bike trails, and disc golf courses
remain in operation.
GC5699D/CAR200048 1 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina consults
May 2020
Geosyntec Consultants of NC, PC
1.2 Hydrogeologic Settin
The Site is located within the Charlotte Belt of the Piedmont Physiographic Province.
The topography of the Piedmont Province is generally characterized by gently rolling
hills ranging in elevation from approximately 300 to 1,200 feet (ft) above mean sea level
(MSL), and the Site elevation ranges from approximately 580 to 680 ft above MSL.
Geologically, the province is comprised primarily of crystalline metamorphic rocks
(schists and gneiss, and to a lesser extent, phyllite and slate) of Precambrian to Paleozoic
age. These units are often highly deformed with multiple fracture and foliation planes,
which promote anisotropic groundwater flow. The occurrence and movement of
groundwater at the Site is typical of the Piedmont formation, and generally occurs within
two hydrogeologic units. A shallow hydrogeologic unit typically occurs within the soils
and saprolite (weathered residuum which mantles bedrock). A deeper hydrogeologic unit
is generally associated with secondary porosity (fractures or open spaces) within the
crystalline bedrock. A transition zone of fractured bedrock occurs between saprolite and
bedrock and is generally referred to as partially weathered rock (PWR).
Groundwater flow in the shallow hydrogeologic unit is controlled by local topographic
features, where recharge occurs in upland areas and discharge occurs in drainage features
such as streams, rivers, or lakes. Recharge to the shallow hydrogeologic unit is primarily
the result of infiltrating precipitation. Groundwater flow in the deeper water -bearing zone
is controlled by the distribution and degree of interconnection of openings in the rock.
1.3 Regulatory Authority
The York Road Landfill was closed under the 10 North Carolina Administrative Code
(NCAC) IOG, Section .0500 rules as referenced in the 21 August 1987 closure letter from
the North Carolina Department of Human Resources, Division of Health Services. These
regulations were transferred and recodified into title 15A NCAC 13B Section .0500,
effective April 1990.
Water quality and landfill gas monitoring at the Former York Road Landfill is conducted
pursuant to the Water Quality and Landfill Gas Monitoring Plan ("Monitoring Plan";
Geosyntec, 2017), which was approved by the NCDEQ in a 7 March 2017 letter. The
Landfill Gas Sampling Schedule from this Monitoring Plan, presented in Table 1, has
been revised to remove demolished light poles and score boards, as well as remaining
large light poles which are not located on waste, where methane has not been observed
GC5699D/CAR200048 2 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consults
May 2020
Geosyntec Consultants of NC, PC
historically. The Groundwater and Surface Water Sampling Schedule from the
Monitoring Plan, presented in Table 2, is conducted semi-annually, typically in March
and September.
As stated in the Monitoring Plan, the 15A NCAC 13B Section .0500 rules and closure
letter for the Site do not specify landfill gas monitoring requirements. Therefore, landfill
gas monitoring is regularly conducted in general accordance with the Monitoring Plan,
which was developed to provide reasonable protection to public health and the
environment. Landfill gas monitoring is conducted on a quarterly basis (typically in
January, April, July, and October).
GC5699D/CAR200048 3 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consLll=ts
May 2020
Geosyntec Consultants of NC, PC
2. MONITORING ACTIVITIES AND FIELD METHODOLOGY
The following sections describe the field methodology for groundwater, surface water,
and methane monitoring conducted during the current reporting period.
2.1 Groundwater Monitoring
Groundwater monitoring was conducted pursuant to procedures in the Monitoring Plan.
The current monitoring network includes twenty-three (23) groundwater wells (21
monitoring wells and 2 water supply wells), with sixteen (16) groundwater wells included
in the sampling network pursuant to the Monitoring Plan (the remaining seven [7]
groundwater wells are used for water level measurements only). Wells are screened
across one or more of the three hydrogeologic units at the Site (saprolite, PWR, and
bedrock). Monitoring well construction details are listed in Table 3, and locations are
depicted in Figure 2. A schedule for sample collection and associated laboratory analyses
conducted for each well under the Monitoring Plan is listed in Table 2.
Groundwater sampling activities conducted during this reporting period were performed
from 6 March through 31 March 2020 by Pace Analytical Services (Pace) of Charlotte,
NC. Groundwater level measurements from groundwater wells that are part of the
monitoring network were collected during a single day (on 6 March 2020) in order to
evaluate the potentiometric surface and groundwater flow direction at the time of
measurement.
Sampling of the Site wells was performed with dual -membrane passive diffusion bags
(PDBs) capable of sampling for both volatile organic compound (VOC) and metals
analysis. PDB sampling was conducted in two mobilizations. During the first
mobilization to the Site on 6 March 2020, PDBs were deployed in each well at the
approximate midpoint of the screened interval, or the midpoint of the water column if the
screen was not fully submerged. Prior to deployment, each PDB was filled with
laboratory -grade deionized water. PDBs were hung using a decontaminated stainless -
steel weight and stainless -steel wire or disposable, inert cord. The PDBs were allowed
to equilibrate within the wells for at least 21 days, providing time for constituents within
the wells to diffuse across the PDB membranes, and to allow for vertical equilibration of
constituents within the PDBs.
GC5699D/CAR200048 4 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consu1tams
May 2020
Geosyntec Consultants of NC, PC
During a second mobilization on 31 March 2020, the water level and PDB depths were
measured prior to sampling to confirm PDB placement. PDB samplers were recovered
by pulling them up with the wire or cord. The bags were then pierced with a disposable,
small -diameter discharge tube and water was transferred to the laboratory -provided
sample containers.
After sampling, groundwater parameters (temperature, pH, and specific conductance)
were measured with a daily -calibrated multimeter from remaining water in the PDBs, or
from bailed water if insufficient volume was available in the PDBs. Samples were
transported to the laboratory on ice, under chain -of -custody. Non -dedicated sampling
equipment was decontaminated in accordance with procedures described in the
Monitoring Plan. Field quality assurance/quality control (QA/QC) samples including a
field (rinsate) blank, a trip blank, and a field duplicate (from parent sample DMW-08)
were analyzed. Field data sheets for groundwater sampling efforts are included in
Appendix A.
2.2 Surface Water Monitoring
Surface water monitoring was conducted pursuant to procedures described in the
Monitoring Plan. The surface water monitoring system consists of six sample locations
(listed in Table 2 and depicted on Figure 2) on the three streams that cross the Site: Sugar
Creek (SC), and two unnamed tributaries referred to as the north tributary (NT), and the
south tributary (ST). Sample locations generally correspond to one upstream location
and one downstream location from each stream. Laboratory analyses conducted for each
surface water sample location are listed in Table 2.
Surface water monitoring during the current reporting period was conducted on 31 March
2020 by Pace. Samples were collected from locations where flow was occurring (where
possible) and from locations away from the stream bank to minimize disturbance to the
stream bed. Samples were placed in laboratory -provided sample containers and
transported to the laboratory on ice, under chain -of -custody. Field measurements of pH,
specific conductance, and temperature were recorded for each sample at the time of
collection. Field data sheets for surface sampling efforts are included in Appendix A.
GC5699D/CAR200048 5 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina Consultants
May 2020
Geosyntec Consultants of NC, PC
2.3 Water Supply Wells
Pursuant to the sampling schedule in the Monitoring Plan (presented in Table 2), annual
sampling of water supply wells WSW-2 and WSW-3 was not carried out during the
March 2020 monitoring event. Sampling of these water supply wells is scheduled to be
conducted in September 2020.
2.4 Methane Monitoring
2.4.1 Routine Methane Monitoring Activities
Methane monitoring was carried out pursuant to the Monitoring Plan. Methane
monitoring activities include quarterly measurement of landfill gas concentrations at
methane probes, active extraction systems, and other points where methane could
accumulate such as storm drains. Table 1 lists points that are the subject of quarterly
methane monitoring. Passive structures and Site features that are part of the methane
monitoring program are depicted in Figures 3A and 3B. In addition to methane
monitoring, methane alarm systems and active extraction systems are periodically
inspected and maintained. Quarterly methane monitoring events during this reporting
period were carried out by Geosyntec from 8 through 17 January and 8 through 10 April
2020.
On 2 October 2019, the trench system blower at the northeast boundary was temporarily
shut off as part of a trial effort to assess the potential for landfill gas mitigation without
the operation of the trench blower system (while the well -point landfill gas migration
control system continued operation). The trench system was turned back on by an
unknown party on 5 December 2019 and was shut off again on 10 January 2020. The
electrical panel has now been locked in the off position.
Annual inspection and maintenance of the three methane detection systems (located in
the golf course clubhouse, golf course maintenance building, and softball field concession
building) was conducted by Lefler Electronics, Inc. (LEI Systems) on 14 April 2020.
These systems consist of 36 Macurco GD-2A detectors connected to control panels and
audible alarms which notify authorities and occupants in the event of methane detection.
Inspection forms are included in Appendix A. Additionally, stand-alone, plug-in First
Alert Model GCOICN methane detectors are located in the John Crosland School, the
GC5699D/CAR200048 6 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC, PC
Leatherman maintenance building, and golf course chemical storage building. Operation
of these detectors was confirmed by visual inspection during quarterly monitoring events.
Operation of the two active extraction systems (clubhouse and northeast boundary landfill
gas migration control system) and the condition of currently inactive extraction system
(northeast boundary trench system) was observed by Geosyntec during quarterly
monitoring events. Effluent methane concentrations, blower vacuum, air flow rates, and
blower operating hours were recorded.
Visual inspection of the landfill cap was conducted pursuant to the Monitoring Plan
during quarterly monitoring events in January and April 2020. The purpose of the visual
inspections is to identify areas of concern such as significant settlement, formation of
subsurface voids, locations of methane venting, odors, distressed vegetation, or exposed
waste.
GC5699D/CAR200048 7 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC, PC
3. MONITORING RESULTS
The following sections describe the results of groundwater, surface water, and methane
monitoring conducted during the current reporting period.
3.1 Groundwater
3.1.1 Potentiometric Surface Elevation and Groundwater Flow Direction
Static groundwater elevations measured on 6 March 2020 and historical groundwater
elevations are listed in Table 4. Figure 4 displays a potentiometric surface map and
inferred groundwater flow direction for the Site. Groundwater within the saprolite and
shallow bedrock aquifer generally flows toward the southwest, following the surface
topography toward Sugar Creek. The potentiometric gradient is approximately 0.013 ft/ft
across the Site. The flow direction observed on 6 March 2020 was generally consistent
with historical observations at the Site.
Water level measurements from fifteen (15) of the twenty-one (21) well locations were
more than 1.0 ft above historical water level averages at respective well locations during
the March 2020 gauging event. Water levels at DDW-03, DDW-05, DMW-02B, DMW-
06, DMW-09, and YRW-10C ranged between 0.25 ft and 0.95 ft above historical
averages. Water levels at the remaining wells ranged between 1.0 ft (DDW-02) and 2.9
ft (DMW-01) above historical averages except at DMW-02A, where the water level was
37.9 ft above the historical average in March 2020. The average water table elevation at
DMW-02A began to rise in September 2018, likely as a result of the construction of a
multi -family residential complex approximately 400 ft south of this well. The complex
includes a man-made pond which may be locally raising the water table.
3.1.2 Groundwater Analytical Results
A summary of detected constituents and field parameters (pH, specific conductance, and
temperature) from monitoring well and water supply well samples collected during the
March 2020 groundwater sampling event is included in Table 5 and laboratory analytical
reports are included in Appendix B.
Low levels of some VOCs and metals were detected in samples collected from Site
monitoring wells in March 2020. Select compounds were detected in several wells at
concentrations above the Title 15A NCAC, Subchapter 2L Standards (2L Standards).
GC5699D/CAR200048 8 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC, PC
One or more VOCs exceeded their 2L Standard in 6 of the 14 groundwater monitoring
wells sampled, and one or more metals were detected above their 2L Standards in 3 of
the 14 wells sampled for metals analyses. Figure 5 displays a map with exceedances of
the 2L Standards shown for each well. The March 2020 analytical results reveal the
following:
• 1,1-Dichloroethane was detected above its 2L Standard of 6 micrograms per liter
(µg/L) in two wells: DDW-01 at 6.1 µg/L and DDW-02 at 8.4 µg/L.
• 1,2-Dichloropropane was detected above its 2L Standard of 0.6 µg/L in two wells:
DDW-03 at 1.7 µg/L and DMW-06 at 2.3 µg/L.
• Benzene was detected above its 2L Standard of 1 µg/L in three wells: DDW-01A
at 9.3 µg/L, DDW-02 at 5.2 µg/L, and DDW-03A at 6.4 µg/L.
• Trichloroethene (TCE) was detected above its 2L Standard of 3 µg/L in three
wells: DDW-01 at 4.4 µg/L, DDW-01A at 4.2 µg/L, and DMW-06 at 4.1 µg/L.
• Tetrachloroethene (PCE) was detected above its 2L Standard of 0.7 µg/L in two
wells: DDW-01 at 4.2 µg/L and DDW-01A at 1.0 µg/L.
• Vinyl chloride was detected above its 2L Standard of 0.03 µg/L in one well:
DDW-01A at 1.0 µg/L.
• Arsenic was detected above its 2L Standard of 10 µg/L in one well, YRW-10C at
26.3 µg/L.
• Barium was detected above its 2L Standard of 700 µg/L in two wells: DMW-02A
at 1,280 µg/L and YRW-10C at 1,290 µg/L.
• Cadmium was detected above its 2L Standard of 2 µg/L in one well, DMW-01 at
23.2 µg/L.
Historic groundwater analytical data are included in Appendix C.
A statistical analysis of the monitoring well VOC data was performed to identify
groundwater quality trends. The Mann -Kendall non -parametric test was performed on
performance monitoring wells for each VOC with a concentration above the 2L Standard
GC5699D/CAR200048 9 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC, PC
in March 2020, and where less than half of data points in the data set were non -detect.
The Mann -Kendall test was utilized to evaluate whether the concentration of each VOC
exhibits a statistically significant increasing or decreasing trend at a given confidence
interval; for this evaluation, a confidence interval of 95% was applied. EarthScience
Information Systems' Esdat Version 5.1 software was used to perform the trend analysis.
United States Environmental Protection Agency (USEPA) guidance on statistical
analyses for groundwater data has indicated that a concentration value lower than any of
the detected measurements should be assigned when an analytical result is "non -detect"
(USEPA, 2009). Therefore, zero values were assigned to non -detects in this analysis.
Table 6 presents the results of the trend analysis for VOCs. This analysis was performed
on data collected since March 2008, which were readily available in the Site's database.
The results of the Mann -Kendall trend analysis are summarized as follows:
• Seven (7) decreasing VOC concentration trends are considered statistically
significant at 95% confidence: 1,1-dichloroethane at DDW-01 and DDW-02; PCE
at DDW-01; TCE at DDW-OlA and DMW-06, and1,2-dichloropropane at DDW-
03 and DMW-06.
• Two (2) increasing VOC concentration trends are considered statistically
significant at 95% confidence: TCE at DDW-01 and vinyl chloride at DDW-OIA.
Notably the results for these constituents indicate that concentrations in April
2020 exceed the 2L Standards but are less than the USEPA maximum
contaminant level (MCL).
• There were no instances where VOC concentration trends were found to have no
statistical significance at a 95% confidence interval for analyzed data.
Mann -Kendall trend analyses were conducted for five (5) VOC compounds across five
(5) of the Site well locations (DDW-01, DDW-OIA, DDW-02, DDW-03, and DMW-06).
Trend analyses were not conducted for compounds where concentrations were above the
2L Standard in March 2020 and more than half of data points in the historical data series
were non -detect: benzene at DDW-OIA, DDW-02, and DDW-03A and PCE at DDW-
0IA. These series were excluded from the analysis as the Mann -Kendall is not considered
appropriate in evaluating trends when more than half of data points are non -detect.
Decreasing concentration trends for all but two (2) of the VOCs analyzed provides
GC5699D/CAR200048 10 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC. PC
statistical evidence of the overall improvement to the groundwater quality for VOCs at
the Site as a result of natural attenuation processes.
Thirteen (13) VOC compounds and one (1) metal compound decreased to below the 2L
Standard at wells which had an exceedance in September 2019 and included: vinyl
chloride at DDW-01; 1,1-dichloroethane at DDW-01A; 1,2-dichloroethane, benzene,
TCE, and vinyl chloride at DDW-03; 1,2-dichloropropane, benzene, and vinyl chloride
at DMW-01; benzene at DMW-02B; 1,2-dichloroethane, 1,4-dichlorobenzene and vinyl
chloride at DMW-06; and cadmium at DDW-02.
One (1) VOC compound and two (2) metal compounds increased above the 2L Standard
since the September 2019 sampling event: benzene at DDW-02 and arsenic and barium
at YRW-1OC.
Benzene was detected above the 2L Standard at DDW-02 for the first time since March
2010 during the March 2020 sampling event and was reported as the highest historical
concentration on record at this location (5.2 µg/L). The arsenic concentration of 26.3
µg/L and the barium concentration of 1,290 µg/L at YRW-10C represent the first
exceedances of arsenic and barium at this location and each concentration exceeds the
historical maximum for that well.
The September 2019 monitoring event included several 2L Standard exceedances which
represented the first exceedance in recent years. Concentrations that have returned to
below the 2L Standard or detection after a single recent exceedance in September 2019
include vinyl chloride at DDW-01; 1,1-dichloroethane at DDW-01A; 1,2-dichloroethane
at DDW-03; 1,4-dichlorobenzene at DMW-01; and 1,2-dichloroethane and
1,4-dichlorobenzene at DMW-06.
At other wells, concentrations have been above or near the 2L Standard in recent years
but fell below their respective standards in March 2020. These included cadmium at
DDW-01A, benzene and TCE at DDW-03, benzene and vinyl chloride at DMW-01, and
benzene at DMW-02B. At DMW-06, vinyl chloride was not detected for the second time
on record.
The historical presence of chlorinated daughter products of PCE (TCE, cis-1,2-DCE, and
VC) in wells may indicate that some reductive dechlorination has occurred in Site
groundwater, which can occur naturally under favorable (generally anaerobic) conditions.
GC5699D/CAR200048 11 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC, PC
These biodegradation processes, in combination with other natural processes including
sorption, dilution, and chemical degradation, contribute to natural attenuation of VOCs
in groundwater and reductions in concentrations over time.
Field parameter measurements were generally consistent with historical ranges. pH
values were measured within a range of 6.0 to 7.8, with the exception of DMW-02A,
which had a pH value of 12.4. The pH at DMW-02A has typically been higher than
other wells, which is potentially attributable to cement grout used in well construction.
Specific conductance ranged from 72.4 to 1,564 micro Siemens per centimeter (VS/cm),
with the exception of DMW-02A (6,114 VS/cm) which has also exhibited high specific
conductance historically.
3.2 Surface Water
A summary of detected constituents and field parameters (pH, specific conductance, and
temperature) from samples collected during the March 2020 surface water sampling event
is included in Table 7, and laboratory analytical reports are included in Appendix B.
Surface water samples were collected from five locations (NT-1, SC-1, SC-2, ST-1, and
ST-3) in March 2020 (Figure 2). Barium was the only compound detected at sampled
locations during the current reporting period and barium concentrations ranged from 30.0
µg/L (SC-1) to 74.3 µg/L (ST-1) and were below the Title 15A NCAC Subchapter 2B
Water Supply Standard (2B Standard) of 1,000 µg/L for barium. These concentrations
are consistent with previously reported barium concentrations at these locations, which
have been reported at all surface water sampling locations since March 2008. No VOCs
and no other metals were detected in surface water samples during the March 2020
sampling event.
Field parameter results were generally consistent with historical ranges at each of the
surface water sampling locations. pH ranged from 6.8 to 8.0 and specific conductance
ranged from 173 µS/cm (NT-1) to 399 µS/cm (ST-1).
3.3 Methane
Results of methane monitoring at locations with detections above 0.1 % methane from
June 2018 through April 2020 are summarized in Table 8, and landfill gas monitoring
results from January 2020 through April 2020 at monitored locations are included in
GC5699D/CAR200048 12 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC. PC
Appendix D. Historical landfill gas data from January 2012 through April 2020 is
included in Appendix E. The following sections discuss these results.
3.3.1 Passive Methane Monitoring Points
Passive methane probe monitoring results from the most recent quarterly monitoring
event (April 2020) are displayed in Figure 6 (northeast and northern boundaries) and
Figure 7 (South Tryon Street and Sugar Creek boundaries). Methane concentrations at
select on -Site subsurface monitoring probes exceeded the LEL of 5% along the northern
boundary, northeast boundary, the South Tryon Street boundary, and at one off -Site
monitoring probe (P-4) at the Leatherman Golf maintenance shop during the January and
April 2020 monitoring events. Methane was not detected in probes along Sugar Creek
on the western boundary. With the exception of the Leatherman Golf maintenance shop
probe (P-4), no LEL exceedances were observed in off -Site probes during this reporting
period.
Historically, LEL exceedances have been observed in multiple off -Site probes located
across South Tryon Street (P-1 through P-4) since 2011. Notably, the January and April
2020 concentrations of methane at P-4 were 5.9% and 3.5%, respectively, which
represents a decrease since October 2019 (9.8% methane at P-4). Methane was reported
at 2.7% at P-1 during the April 2020 event, which marked the first reported detection at
this location since April 2019.
Methane was detected above the LEL at two on -Site locations at the northern boundary
(41 and 43) in January and/or April 2020. These probes are located approximately 300 ft
from the expected waste boundary. Possible causes of methane in the northern boundary
probes could include: i) an isolated area of waste in the vicinity of the probes; ii) a
migration pathway through the subsurface; iii) migration through a preferential conduit
(e.g., storm drain). These probes are located approximately 450 ft from the northern
property boundary. In addition, the north tributary likely serves as a hydraulic barrier for
landfill gas as the water table elevation near this waterway has been measured between
0.5 ft and 2.5 ft below ground surface.
Occasional elevated concentrations of methane at select off -Site probes near the northeast
boundary prior to 2019 indicated off -Site migration of methane above the LEL may have
occurred historically in the subsurface. A supplemental landfill gas migration control
system was constructed along the northeast boundary and began operating in September
GC5699D/CAR200048 13 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC, PC
2017. The older trench collection system and the supplemental landfill gas collection
system operated simultaneously for approximately two years. In order to evaluate the
effectiveness of the supplemental well -point landfill gas migration control system as a
stand-alone mitigation measure, the older trench system at the northeast boundary was
temporarily shut off on 2 October 2019. The trench system remained shut down during
the reporting period except from 5 December 2019 through 10 January 2020 when the
system was turned on by an unknown party. The trench system was locked in the shut
off position in January 2020. No off -Site methane detections were observed near the
northeast boundary during the reporting period, which suggests the well -point landfill gas
migration control system is working effectively without the trench system. The most
recent detection of methane at off -Site probes along the northeast boundary was January
2019.
Table 9 presents landfill gas concentrations and vacuum measurements from select
probes near the northeast boundary during the reporting period. Probe pairs VMP-06,
VMP-07, and VMP-08 (shallow and deep) can be used to interpret vacuum influence at
different locations along a common cross section between the Landfill Area D and off -
Site probe S-7, where methane has occasionally been detected.
Methane was not detected above 25% of the LEL inside structures including buildings
and storm drains monitored during this period. As light poles and scoreboards have been
either demolished or removed from the monitoring plan, no LEL exceedances were
observed in the subsurface in the vicinity of light poles or scoreboards during this
reporting period.
3.3.2 Active Extraction Systems
3.3.2.1 Golf Clubhouse System
The golf clubhouse venting system utilizes a five -horsepower Rotron regenerative blower
to extract methane from the clubhouse sub -slab gravel base using a combination of 31
horizontal, open-ended, PVC pipes grouped together into seven manifolds and eight
vertical extraction points installed just below the building floor slab. In addition, nine
vertical passive air infiltration vents are situated at regular intervals along the northern
and southern sides of the clubhouse. These perforated pipes allow atmospheric air to be
pulled into the subsurface to minimize pulling additional methane into the building from
nearby landfill areas. The ability to pull in ambient air lessens the magnitude of the
GC5699D/CAR200048 14 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC. PC
vacuum being applied to the surrounding soils and adds clean dilution air. The clubhouse
venting system layout is shown in Figure 8.
The clubhouse active extraction system was observed to be operating during both the
January and April 2020 landfill gas monitoring events. Methane measurements from
several points along the system that were recorded during landfill gas monitoring are
included in Appendix D.
Several non -critical low vacuum alarms occurred at the clubhouse venting system during
this reporting period. The tubing connection to the vacuum gage was noted to contain
water in the line, causing the alarm to trip.
3.3.2.2 Northeast Boundary Trench Collection System
The northeast boundary trench collection system utilizes a 7.5-horsepower Rotron
regenerative blower, which removes methane vapors from an approximately 17-foot
deep, 1,400-foot long interceptor trench originally installed in 1990. The trench was
backfilled with gravel, and a bentonite/compacted soil cap was added to the top of the
trench to help limit atmospheric air infiltration. A four -inch diameter, corrugated,
perforated pipe was installed in gravel, 3 to 4 ft above the base of the trench. Initially,
four solid -walled, vertical PVC monitoring points (SU-0 to SU-3) were installed into or
near the trench. An additional 4-inch diameter solid walled PVC bypass line was installed
in July 1995 to address potential off -Site methane migration in the northern portion of the
trench. SU-4 was installed at this time as an access point to clean this line. The system
was fitted with separate below grade valves that allow methane removal to be focused on
the mid -northern section of the trench.
In the fall of 2008, the City modified the system by installing six vertical extraction wells
(SU-5 through SU-10) and two other converted vertical wells (SU-1 and SU-2). Valves
were placed on each well to control and improve landfill gas extraction along the
northeast landfill boundary. A condensate (moisture) drain was installed on 29 January
2009, to drain the excess water that accumulated due to the 2008 revision to the extraction
system.
Prior trench system evaluations, conducted before the installation of the well -point
landfill gas migration control system, have demonstrated that vacuum influence from the
trench system is typically not achieved outside of the gravel -filled trench. On 2 October
GC5699D/CAR200048 15 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina consLd=ts
May 2020
Geosyntec Consultants of NC, PC
2019, the trench system blower at the northeast boundary was temporarily shut off as part
of a trial effort to assess landfill gas mitigation without the operation of the trench blower
system (while the well -point landfill gas migration control system continued to operate).
The system remained inactive for most of the reporting period except between 5
December 2019 and 10 January 2020 when it was noted to have been turned on based on
the system's hour meter. The trench system was shut off again on 10 January 2020 and
has remained off since that time.
Methane monitoring results from active and inactive systems on the northeast boundary
from the most recent monitoring event (April 2020) are displayed in Figure 9. This figure
shows that no methane detections were observed within the inactive trench system in
April 2020, while the well -point landfill gas migration control system was operational.
Since the trench system was inactive during the most recent monitoring event, no flow
measurements were not taken at the trench system extraction wells.
The trench system blower remains off as of May 2020 and if continued monitoring
suggests that methane gas migration is successfully controlled without the operation of
the trench collection system, Geosyntec may recommend that the operation of this system
be permanently discontinued.
3.3.2.3 Northeast Boundary Well -Point Landfill Gas Migration Control System
The northeast boundary landfill gas migration control system was designed to extract
from perimeter control (PC) wells screened at depths between the bottom of the trench
(approximately 17 ft below ground surface [ft bgs]) and the water table (approximately
30 to 40 ft bgs).
The landfill gas migration control system consists of 26 active PC wells placed in a line
along the northeast boundary connected to a blower system through buried laterals and a
header pipe. The system began operation in September 2017.
The northeast boundary landfill gas migration control system utilizes a skid -mounted
Roots 59 positive displacement blower, operating with three phase 230/460 V power and
capable of a maximum of 15 inches of mercury vacuum. This blower removes methane
vapors from an approximately 1,000 ft transect with 26 PC wells, each installed to total
depths between 30 and 40 ft bgs.
GC5699D/CAR200048 16 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina consultams
May 2020
Geosyntec Consultants of NC, PC
The northeast boundary landfill gas migration control system was observed to be
operating during both the January and April 2020 landfill gas monitoring events and ran
approximately 100% of the time between these monitoring events based on readings from
the system's hour meter.
Figure 9 shows the locations of PC wells and methane concentrations observed in system
PC wells in April 2020. Figure 10 displays the applied well vacuum and flow at each
well -point, along with the methane and carbon dioxide concentrations observed on 17
January 2020. PC well vacuum and flow results from January 2020 are presented in
Figure 10 because this data was more consistent with prior events. The sum of PC well
flow measurements indicates the total system air flow rate was approximately 364
standard cubic feet per minute (scfm) during the January 2020 monitoring event, and
wellhead vacuum levels ranged from 2.5 inches of water (PC-5) to 57.7 (PC-13) inches
of water at active wells. Flow rates ranged from 0.5 scfm (at PC-7) to 34.0 scfm (PC-26)
within the PC well system in January 2020. Methane concentrations in the PC wells
ranged from 0.0% (at several wells) to 24.4% (PC-1). Gas measurements were not
obtained at PC-4 in January or April 2020 due to a fallen tree covering the probe location.
3.3.3 Methane Detection Systems
Methane detectors were confirmed to be active (by observation of a green status indicator
light) by Geosyntec during quarterly landfill gas monitoring events. The results of
inspection and maintenance of the three methane detection systems (golf course
clubhouse, golf course maintenance building, and softball field concession building)
conducted by LEI Systems on 14 April 2020 showed that these systems were functioning
properly. The next annual inspection of these systems is scheduled for April 2021. No
alarms were reported from the plug-in methane detectors located within the Leatherman
maintenance building, golf course chemical storage building, and the John Crosland
School. No methane -related methane alarms were triggered in the softball field
concession stand, golf course clubhouse, or the golf course maintenance building during
this reporting period. No methane -related methane alarms in the clubhouse have occurred
since upgrades to the clubhouse sub -slab system were completed in May 2018. Telemetry
and upgraded controls have increased system reliability and allowed for notification of
issues and faster resolution.
On 19 March 2020, a methane alarm occurred at the golf clubhouse. The Charlotte Fire
Department cleared the building after the alarm and cleared the alarms. The source of
GC5699D/CAR200048 17 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina Consultants
May 2020
Geosyntec Consultants of NC, PC
the methane alarm was suspected to be caused by an aerosol disinfectant which resulted
in a false positive alarm condition. The blower was operating during the alarm and the
active extraction system was functioning normally.
On 8 December 2019 and 19 February 2020 methane alarms occurred at the softball field
concession building. The Charlotte Fire Department responded to each alarm and cleared
the buildings and alarms following inspection. The 8 December 2019 alarm was
suspected to be a false alarm due to dust or construction materials stored in the concession
stand. The 19 February 2020 methane alarm was a false alarm due to strong chemicals
used to epoxy the restroom floors. The concession stand alarm system was placed in
standby mode for five days while the restrooms vented.
All methane alarm incidents during the reporting period were followed by same day
methane system inspections by Geosyntec personnel and the detection systems were
reported as functioning during each of the on -Site alarm investigations. Six non -critical
(non -methane) alarms were observed at methane detection systems in the softball field
concession stand (3 alarms due to cut power during construction) and golf course
maintenance building (one fire trouble alarm, one late -to -test alarm, and one phone line
fail alarm, likely due to temporary system outages). Non -critical alarms were resolved
remotely when possible.
3.3.4 Landfill Cap Inspection and Repairs
Visual inspections of the landfill cap were completed by Geosyntec during quarterly
monitoring in January and April 2020. Since the demolition of the light poles and
scoreboards in November 2018, the landfill cap was observed to be generally intact. Holes
larger than a foot wide were noted at several storm drain locations (SD-11, SD-40, SD-
41, SD-42, and SD-43) during the July 2019 and October 2019 landfill cap inspections,
which were repaired by Heric Solutions, LLC ("Heric") using flowable fill materials on
17 February 2020. No methane was detected above the LEL in subsurface cracks or voids
during the January and April 2020 monitoring event inspections or during the void repair
work. Grading activities were conducted by Heric at select low-lying areas on the landfill
cap at Renaissance Park on 6 through 11 May 2020 to improve drainage between the
former soccer and softball fields. Former storm drains SD-14, SD-15, and SD-16 which
were within the grading work area were covered with plywood and buried.
GC5699D/CAR200048 18 05.2020

Semi -Annual Monitoring Report — First Half 2020 G e o S ynto C
Former York Road Landfill, Charlotte, North Carolina consLdtams
May 2020
Geosyntec Consultants of NC, PC
4. SUMMARY, CONCLUSIONS, AND RECOMMENDATIONS
The following sections summarize findings conclusions, and future recommendations
based on data collected during this reporting period, and historical data collected at the
Site.
4.1 Groundwater
• Water level measurements from fifteen (15) well locations were more than 1 ft
above historical water level averages at respective well locations in March 2020.
Groundwater flow at the Site was generally consistent with historical
observations, with a primary flow direction to the southwest toward Sugar Creek.
The water level elevation at monitoring well DMW-02A rose nearly 40 ft above
historical average due to the construction of a man-made pond approximately 400
ft south of this well.
• Relatively low levels of VOCs were present in Site groundwater during
monitoring conducted in March 2020. One or more VOCs exceeded their 2L
Standard in 6 of the 14 wells sampled. VOCs exceeding the 2L Standard in at
least one Site well were 1,1-dichloroethane, 1,2-dichloropropane, benzene, TCE,
PCE, and vinyl chloride.
• Low levels of metals were present in Site groundwater during monitoring
conducted in March 2020. One or more metals were detected above their 2L
Standard in 3 of the 14 wells sampled. Metals exceeding the 2L Standard in at
least one Site well were arsenic, barium, and cadmium.
• A trend analysis of groundwater VOC data since 2008 indicated that decreasing
trends are present for 7 of 9 VOC constituents analyzed. These trends provide
evidence that natural attenuation processes are reducing groundwater VOC
concentrations at the Site. Notably the results for these constituents indicate that
concentrations in April 2020 exceed the 2L Standards but are less than the USEPA
MCL.
• Thirteen (13) VOC compounds and one (1) metal compound decreased to below
the 2L Standard at wells which had an exceedance in September 2019 and
included: vinyl chloride at DDW-01; 1,1-dichloroethane at DDW-01A; 1,2-
GC5699D/CAR200048 19 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina consults
May 2020
Geosyntec Consultants of NC, PC
dichloroethane, benzene, TCE, and vinyl chloride at DDW-03; 1,2-
dichloropropane, benzene, and vinyl chloride at DMW-01; benzene at DMW-
02B; 1,2-dichloroethane, 1,4-dichlorobenzene and vinyl chloride at DMW-06;
and cadmium at DDW-02.One (1) VOC compound and two (2) metal compounds
increased above the 2L Standard since the September 2019 sampling event:
benzene at DDW-02 and arsenic and barium at YRW-1 OC.
4.2 Surface Water
• Barium was detected at the five sampled surface water locations at concentrations
below the 2B Standard. No VOCs were detected in surface water samples
collected in March 2020.
4.3 Methane
• One methane concentration in an off -Site subsurface monitoring probe near the
South Tryon Street boundary exceeded the LEL during the monitoring period
between January 2020 and April 2020. This exceedance occurred in P-4 at the
Leatherman Golf Maintenance Shop.
• Methane was not detected above 25% of the LEL in monitored structures during
the reporting period. Methane was not detected above the LEL in the subsurface
in cracks and/or voids.
• Methane concentrations at select subsurface monitoring probes exceeded the LEL
at on -Site locations along the South Tryon Street boundary, northern boundary,
and northeast boundary. Methane was not detected in probes along Sugar Creek.
• The trench system blower at the northeast boundary remained shut off during the
reporting period except during portions of December 2019 and January 2020. The
trench system was shut off in October 2019 as part of a trial effort to assess the
potential for landfill gas mitigation without the operation of the trench blower
system (while the wellpoint landfill gas migration system continued to operate).
The trench system blower remains off as of May 2020 and if continued monitoring
suggests that methane gas migration is successfully controlled without the
operation of the trench collection system, Geosyntec may recommend that the
GC5699D/CAR200048 20 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina consultants
May 2020
Geosyntec Consultants of NC. PC
operation of this system be permanently discontinued in a future monitoring
report.
4.4 Additional Activities
The following additional activities took place during this reporting period:
• Routine maintenance at the northeast boundary blower system, including oil
changes.
• Void repairs next to five (5) storm drain locations within or adjacent to the former
soccer and softball fields.
• Grading activities within or adjacent to the former soccer and softball fields to
improve drainage conditions in select areas on the landfill cap.
4.5 Future Work
• Continued landfill gas monitoring following the shutdown of the trench collection
system at the northeastern boundary of the Site. The next anticipated monitoring
event will occur at select probes during the July 2020 landfill gas monitoring
event. The trench system blower remains off as of May 2020 and if continued
monitoring suggests that methane gas migration is successfully controlled without
the operation of the trench collection system, Geosyntec may recommend that the
operation of this system be permanently discontinued in a future monitoring
report.
• Quarterly landfill gas monitoring will continue, as described in the monitoring
plan. Off -Site LFG monitoring location P-4, located across South Tryon Street
from the Site, will continue to be monitored following the LEL exceedance
observed in January 2020.
GC5699D/CAR200048 21 05.2020

Semi -Annual Monitoring Report — First Half 2020 Geosyntec,
Former York Road Landfill, Charlotte, North Carolina consLd=ts
May 2020
Geosyntec Consultants of NC, PC
5. REFERENCES
Geosyntec, 2017, Water Quality and Landfill Gas Monitoring Plan, Former York Road
Landfill NCDEQ Permit No. 60-03.
Geosyntec, 2019, Semi -Annual Monitoring Report, Second Half 2019, Former York Road
Landfill, NCDENR Permit No. 60-03.
USEPA, 2009, Statistical Analysis of Groundwater Monitoring Data at RCRA
Facilities, Unified Guidance.
GC5699D/CAR200048 22 05.2020

TABLES

Table 1
NE Boundary
Passive
MP-14
Q
MP-15
Q
MP-16
Q
MP-20
Q
MP-31
Q
MP-32
Q
EW-1
Q
EW-2
Q
EW-3
Q
NE Boundary Active
Trench System
NE System
Q
SU-01
Q
SU-02
Q
SU-03R
Q
SU-05
Q
SU-06
Q
SU-07
Q
SU-08
Q
SU-09
Q
SU-10
Q
SU-11
Q
NE Boundary LFG
Migration Control
System
Blower
Q
PC-01
Q
PC-02
Q
PC-03
Q
PC-04
Q
PC-05
Q
PC-06
Q
PC-07
Q
PC-08
Q
PC-09
Q
PC-10
Q
PC-11
Q
PC-12
Q
PC-13
Q
PC-14
Q
PC-15
Q
PC-16
Q
PC-17
Q
PC-18
Q
PC-19
Q
PC-20
Q
PC-21
Q
PC-22
Q
PC-23
Q
PC-24
Q
PC-25
Q
PC-26
Q
Landfill Gas Sampling Schedule
Former York Road Landfill
Charlotte, North Carolina
Baseball Field Light
Poles
BLP-01
Q
BLP-02
Q
BLP-03
Q
BLP-04
Q
BLP-05
Q
BLP-06
Q
BLP-07
Q
BLP-08
Q
BLP-09
Q
BLP-10
Q
BLP-11
Q
BLP-12
A
BLP-13
A
BLP-14
A
BLP-15
A
BLP-16
A
BLP-17
A
BLP-18
A
BLP-19
A
BLP-20
A
BLP-21
Q
BLP-22
Q
BLP-23
Q
BLP-24
Q
BLP-25
Q
BLP-26
Q
BLP-27
Q
BLP-28
Q
BLP-29
Q
BLP-30
Q
Soccer Light Poles
SLP-01
Q
SLP-02
Q
SLP-03
Q
SLP-04
Q
SLP-05
Q
SLP-06
Q
SLP-07
Q
SLP-08
Q
SLP-09
Q
SLP-10
Q
Storm Drains
SD-01
Q
SD-02
Q
SD-03
Q
SD-04
Q
SD-05
Q
SD-06
Q
SD-07
Q
SD-08
Q
SD-09
Q
SD-10
Q
SD-11
Q
SD-12
Q
SD-13
Q
SD-14
Q
SD-15
Q
SD-16
Q
SD-17
Q
SD-18
Q
SD-19
Q
SD-20
Q
SD-21
Q
SD-22
Q
SD-23
Q
SD-24
Q
SD-25
Q
SD-26
Q
SD-27
Q
SD-28
Q
SD-29
Q
SD-30
Q
SD-31
Q
SD-32
Q
SD-33
Q
SD-34
Q
SD-35
Q
SD-36
Q
SD-37
Q
SD-38
Q
SD-39
Q
SD-40
Q
SD-41
Q
SD-42
Q
SD-43
Q
Maintenance Building
BP-9 I Q
South Tryon Street
Corridor
02
Q
03
Q
04
Q
05
Q
06
Q
07
Q
10
Q
11
Q
21
Q
22
Q
23
Q
24
Q
25
Q
27
Q
28
Q
29
Q
30
Q
RW-B
Q
RW-C
Q
RW-D
Q
Baseball Field
Scoreboards
BSB-1
A
BSB-2
A
BSB-3
Q
BSB-4
Q
BSB-5
Q
Tyvola Rd
Tunnel I Q
NE Boundary Off -Site
BP-2
Q
BP-3
Q
BP-5
Q
BP-6
Q
BP-7
Q
BP-8
Q
S-1
Q
S-2
Q
S-3
Q
S-4
Q
S-5
Q
S-6
Q
S-7
Q
Clubhouse Passive
CHFD-01
Q
CHFD-02
Q
CHFD-03
Q
CHFD-04
Q
CHFD-05
Q
Clubhouse Active
CH System
I Q
SCV-1
Q
SCV-2
Q
SCV-3
Q
SCV-4
Q
SCV-5
Q
SCV-6
Q
SCV-7
Q
Leatherman Golf (Off -
Site)
LGFD-01
Q
LGFD-02
Q
P-1
Q
P-2
idP-3P-4
Western Boundary
31
Q
DMW-05
Q
32
Q
33
Q
34
Q
35
Q
Northern Boundary
40
Q
41
Q
42
Q
43
Q
44
Q
45
Q
46
Q
47
Q
Notes:
A - Measure landfill gas annually
Q - Measure landfill gas quarterly
1. Monitoring points highlighted in orange were no longer included in routine monitoring following
demolition activities.
CAR200048 Page 1 of 1 Geosyntec Consultants of NC, P.C.

Table 2
Groundwater and Surface Water Sampling Schedule
Former York Road Landfill
Charlotte, North Carolina
Sample
Sample Type
VOCs
(EPA 8260)
RCRA Metals
(EPA 6010 &
7470)
Total Iron &
Manganese
(EPA 6010)
Field
Parameters
Water
Level
Field Blank
Blank
S
S
A
Trip Blank
Blank
S
DDW-01
Ground Water
S
S
A
S
S
DDW-01A
Ground Water
S
S
S
S
DDW-02
Ground Water
S
S
S
S
DDW-03
Ground Water
S
S
S
S
DDW-03A
Ground Water
S
S
S
S
DDW-05
Ground Water
S
DDW-06
Ground Water
S
DMW-01
Ground Water
S
S
A
S
S
DMW-02
Ground Water
S
S
A
S
S
DMW-02A
Ground Water
S
S
S
S
DMW-02B
Ground Water
S
S
S
S
DMW-05
Ground Water
S
S
A
S
S
DMW-06
Ground Water
S
S
A
S
S
DMW-08
Ground Water
S
S
A
S
S
DMW-09
Ground Water
S
DMW-A
Ground Water
S
S
A
S
S
DMW-B
Ground Water
S
Duplicate
Ground Water
S
S
A
S
YRW-06A
Ground Water
S
YRW-07
Ground Water
S
YRW-10C
Ground Water
S
S
A
S
S
YRW-11B
Ground Water
S
NT-1
Surface Water
S
S
S
NT-2
Surface Water
S
S
S
SC-1
Surface Water
S
S
S
SC-2
Surface Water
S
S
S
ST-1
Surface Water
S
S
S
ST-3
Surface Water
S
S
S
WSW-2
Water Supply Well
A
A
WSW-3
lWater Supply Well
I A
I
A
Notes:
1. EPA - Environmental Protection Agency
2. RCRA - Resource Conservation and Recovery Act
3. VOCs - volatile organic compounds
4. S - Semi-annual frequency, A - Annual frequency (fall)
5. Field parameters include conductivity, pH, and temperature.
6. RCRA metals include arsenic, barium, cadmium, chromium, lead, mercury, selenium, and silver.
7. One trip blank should be included with every sample shipment.
CAR200048 Page 1 of 1 Geosyntec Consultants of NC, P.C.

Table 3
Groundwater Well Construction Details
Former York Road Landfill
Charlotte, North Carolina
Well ID
Well
Depth
(ft BTOC)
Lithology
TOC Elevation
(ft above
NGVD)
Ground
(ftElevation
N above
NGVD)
Top of
screened
Interval
(ft above
NGVD)
Bottom of
screened
Interval
(ft above
NGVD)
Screened
length
(ft)
DDW-01
60.0
Bedrock
585.49
583.25
538.25
523.25
15.0
DDW-OlA
100.0
Bedrock
585.06
583.30
493.30
483.30
10.0
DDW-02
55.0
PWR
587.96
585.53
545.53
530.53
15.0
DDW-03
61.0
PWR/Saprolite
585.59
582.69
537.69
522.69
15.0
DDW-03A
133.0
Bedrock
584.70
582.86
464.86
449.86
15.0
DDW-05
50.0
Bedrock
602.13
599.79
567.79
549.79
18.0
DDW-06
72.0
Bedrock/PWR
621.88
619.32
562.32
547.32
15.0
DMW-01
45.0
PWR
626.55
626.75
596.75
581.75
15.0
DMW-02
22.0
PWR/Saprolite
597.33
597.53
585.53
575.53
10.0
DMW-02A
47.0
Bedrock
595.51
593.54
558.54
546.54
12.0
DMW-02B
84.5
Bedrock
595.20
593.52
518.52
508.52
10.0
DMW-05
20.0
PWR/Saprolite
587.98
585.59
580.59
565.59
15.0
DMW-06
29.5
Saprolite
584.76
582.39
567.39
552.89
14.5
DMW-08
62.0
PWR
670.48
670.69
623.69
608.69
15.0
DMW-09
20.0
Saprolite
602.48
599.70
594.70
579.70
15.0
DMW-A
45.0
Saprolite
684.52
684.52
659.52
639.52
20.0
DMW-B
30.0
Saprolite
622.29
619.50
604.50
589.50
15.0
NEB-PZ-1
41.5
Saprolite
668.55
668.72
642.02
627.02
15.0
NEB-PZ-2
34.6
Saprolite
661.70
661.84
642.14
627.14
15.0
NEB-PZ-3
29.5
PWR
642.46
642.64
627.94
598.24
15.0
YRW-06A
27.9
Saprolite
587.63
585.11
567.11
557.11
10.0
YRW-07
23.1
Saprolite
624.80
622.93
604.93
599.93
5.0
YRW-08A
22.8
Saprolite
587.45
584.22
566.22
561.22
5.0
YRW-09A
26.5
Saprolite
1 586.11
582.86
560.86
555.86
5.0
YRW-10C
16.5
Saprolite
589.37
582.39
570.39
565.39
5.0
YRW-11B
20.0
Saprolite
602.96
600.19
585.19
580.19
5.0
WSW-2
80.0
Details not known
WSW-3
100.0
1 Details not known
Notes:
1. PWR - Partially Weathered Rock; NGVD - National Geodetic Vertical Datum; BTOC - below top of casing
2. Well construction information derived from historical site -related monitoring reports prepared by HDR, with the
exception of NEB-PZ-1, -2, and -3. These piezometers were surveyed by GEL on 09 November 2015.
3. WSW-2 and WSW-3 well depths reported by well owner.
CAR200048 Page 1 of 1 Geosyntec Consultants of NC, P.C.

Table 4
Historical Groundwater Elevations
Former York Road Landfill
Charlotte, North Carolina
Well ID
Mar-06
Sep-06
Feb-07
Sep-07
Mar-08
Sep-08
Mar-09
Sep-09
Mar-10
Sep-10
Mar-11
Sep-11
Mar-12
Sep-12
Mar-13
DDW-01
578.01
577.95
579.17
575.59
577.66
577.21
578.74
576.48
578.81
576.32
577.60
576.26
578.09
577.07
578.74
DDW-OlA
578.41
578.32
579.54
575.97
578.01
577.61
579.14
576.88
579.20
576.68
577.94
576.66
578.46
577.47
579.10
DDW-02
575.77
575.58
576.81
574.01
575.91
575.42
577.07
574.70
576.59
574.60
575.73
574.50
575.91
574.90
576.33
DDW-03
575.57
575.26
576.26
574.00
575.34
574.83
576.37
574.53
576.17
574.54
575.44
574.40
575.56
574.77
575.78
DDW-03A
580.34
579.70
581.05
578.75
579.95
579.32
580.87
579.42
581.70
579.66
580.03
579.39
580.57
580.04
580.86
DDW-05
597.88
597.25
598.39
595.84
597.68
596.59
598.15
596.10
597.83
594.73
597.60
595.25
597.24
596.28
597.83
DDW-06
592.35
591.77
592.89
591.44
591.38
591.70
591.77
592.07
593.45
591.84
591.29
590.71
591.43
590.74
591.07
DMW-01
592.25
591.30
594.27
590.91
590.81
590.42
591.14
591.00
595.44
592.05
590.52
590.29
590.92
590.36
590.38
DMW-02
585.14
584.15
584.84
583.33
584.19
583.43
585.04
583.87
585.48
583.87
584.05
583.29
584.41
584.11
584.69
DMW-02A
552.51
551.63
552.22
550.12
549.81
550.96
553.01
552.32
556.11
556.06
552.37
550.44
551.58
548.98
550.83
DMW-02B
590.03
589.85
590.89
589.50
592.95
589.30
590.23
589.54
590.64
589.28
589.72
589.10
589.63
589.28
589.77
DMW-05
575.87
575.63
578.24
573.50
576.78
574.96
578.94
574.08
577.49
573.95
576.10
574.17
576.50
574.67
577.48
DMW-06
574.94
574.59
575.55
573.44
574.76
574.23
575.76
573.96
575.47
573.97
574.88
573.83
574.87
574.13
575.09
DMW-08
614.08
615.03
614.28
613.76
612.36
611.35
610.82
610.85
611.32
612.09
611.13
610.65
610.59
610.80
610.69
DMW-09
597.82
597.40
598.55
596.04
597.96
596.78
598.25
596.27
597.97
594.95
597.85
595.45
597.47
596.49
598.02
DMW-A
645.90
645.70
646.32
645.56
644.15
643.77
643.60
670.98
644.95
644.94
643.19
642.92
642.97
642.68
642.32
DMW-B
592.51
591.90
593.05
591.61
591.46
591.11
591.79
592.29
593.60
592.09
591.41
590.85
591.56
590.84
591.15
YRW-06A
-
-
-
576.72
577.78
577.33
577.76
577.30
579.04
577.29
-
576.98
578.30
577.40
578.29
YRW-07
-
-
-
608.29
612.10
609.59
612.45
610.07
612.60
609.88
-
608.83
610.56
609.65
611.03
YRW-IOC
575.92
575.78
577.13
574.64
575.95
575.36
576.86
575.01
577.12
574.99
575.82
574.97
575.84
575.21
576.14
YRW-IIB
-
-
-
595.71
597.99
598.09
598.36
598.36
598.12
594.66
-
595.52
597.29
596.28
598.08
Notes:
Groundwater elevations above are dispalyed in ft above National Geodetic Vertical Datum.
Data prior to 2015 were obtained from previous reports prepared by others.
Blank cells represent unavailable historical data or no reading taken.
Highest Period Reading
Lowest Period Reading
Bold values are suspected to be anomalous (Sep-09 at DMW-A)
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Table 4
Historical Groundwater Elevations
Former York Road Landfill
Charlotte, North Carolina
Well ID
Sep-13
Mar-14
Sep-14
Mar-15
Sep-15
Mar-16
Sep-16
Mar-17
Sep-17
Mar-18
Sep-18
Mar-19
Sep-19
Mar-20
DDW-01
576.58
578.79
576.77
578.69
575.19
578.00
575.98
577.83
576.49
578.19
576.10
579.09
577.36
579.01
DDW-OlA
576.96
579.16
577.17
578.75
575.54
578.36
576.34
578.17
576.86
578.50
576.44
579.45
577.72
579.34
DDW-02
574.77
576.52
574.80
576.31
573.73
576.02
574.22
575.57
574.53
575.61
574.00
576.57
575.20
576.47
DDW-03
574.70
576.16
574.73
575.93
573.74
575.79
574.21
575.28
574.40
575.08
573.67
575.73
574.61
575.60
DDW-03A
580.20
581.53
579.91
580.91
578.71
581.79
579.51
580.67
580.18
580.73
578.87
582.92
579.65
582.92
DDW-05
595.95
598.21
597.19
598.74
595.03
597.88
596.02
597.83
596.63
597.91
595.62
598.35
596.45
597.98
DDW-06
591.04
591.85
591.10
591.15
590.01
592.95
590.98
591.16
591.22
590.74
590.40
593.69
592.11
592.99
DMW-01
590.95
591.25
591.35
591.14
591.25
595.21
594.59
591.86
594.01
594.59
589.78
595.20
592.05
594.93
DMW-02
584.17
585.30
584.33
584.88
583.36
585.58
584.21
584.46
584.42
584.62
582.35
586.82
583.67
586.50
DMW-02A
552.17
555.06
553.39
552.75
550.79
555.26
550.74
554.04
556.90
563.63
570.98
593.07
594.07
594.41
DMW-02B
589.52
590.34
589.58
590.16
589.04
590.55
589.51
589.72
589.66
589.87
581.75
592.20
582.18
589.85
DMW-05
574.39
577.38
574.38
577.13
573.30
576.34
573.81
575.74
574.08
576.10
573.60
577.33
574.93
577.65
DMW-06
574.07
575.46
574.08
575.26
573.17
575.07
573.65
574.63
573.75
574.44
573.15
574.91
573.90
574.72
DMW-08
610.86
610.68
612.02
611.77
611.50
612.51
613.45
612.62
612.44
611.89
611.77
612.81
614.45
614.24
DMW-09
596.17
598.36
597.42
598.88
595.25
598.01
596.24
598.06
596.85
598.14
595.81
598.48
596.67
598.11
DMW-A
643.31
642.92
643.98
643.33
642.60
644.28
644.15
642.87
643.08
642.26
642.42
644.71
645.91
645.92
DMW-B
591.23
591.99
591.27
591.29
590.17
593.23
591.19
591.34
591.43
590.89
590.58
593.94
592.35
593.23
YRW-06A
577.39
578.89
577.44
578.54
576.35
578.67
576.96
577.90
577.28
577.81
576.51
579.16
577.49
578.86
YRW-07
609.75
612.17
610.61
611.67
608.72
612.61
610.13
610.82
610.22
610.90
609.22
614.06
611.65
613.69
YRW-10C
574.97
576.31
575.02
576.16
574.33
575.61
574.53
575.46
574.74
575.46
574.51
576.49
575.08
576.53
YRW-11B
596.02
598.59
597.35
598.84
595.09
598.19
596.06
597.97
596.67
598.09
595.63
598.97
596.46
598.31
Notes:
Groundwater elevations above are dispalyed in ft above National Geodetic Vertical Datum.
Data prior to 2015 were obtained from previous reports prepared by others.
Blank cells represent unavailable historical data or no reading taken.
Highest Period Reading
Lowest Period Reading
Bold values are suspected to be anomalous (Sep-09 at DMW-A)
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Table 5
March 2020 Detected Constituents in Groundwater
Former York Road Landfill
Charlotte, North Carolina
Location
DDW-01
DDW-01A
DDW-02
DDW-03
DDW-03A
DMW-01
DMW-02
DMW-02A
Sam le Date
3/31/2020
3/31/2020
3/31/2020
3/31/2020
3/31/2020
3/31/2020
3/31/2020
3/31/2020
Method
Constituent
Units
EQL
SWSL
GWP
NC 2L
MCL
Arsenic
µg/L
10
10
-
10
10
-
-
-
-
-
-
-
-
EPA 6010
Barium
µg/L
5
100
700
2,000
26.8
63.6
277
420
35.1
70.9
40.4
Cadmium
/L
1
1
2
5
1.5
.2
Mercury
/L
0.2
0.2
1
2
0.55
1,1-dichloroethene
µg/L
1
5
-
6
7
6.1
4.7
8.4
3.5
-
-
-
-
1,2-dichlorobenzene
pg/L
1
1 5
-
20
1 600
-
-
1.5
-
-
-
-
-
1,2-dichloropropane
µg/L
1
I 1
0.6
5
-
-
-
-
-
-
-
1,4-dichlorobenzene
µg/L
1
1
-
6
75
-
-
-
-
-
-
-
-
Acetone
µg/L
25
100
-
61000
-
-
-
-
-
42.7
-
-
95.1
Benzene
PgIL
1
1
1
5
9.3
5.2
EPA 8260
Carbon Disulfide
/L
2
100
700
3.5
Chlorobenzene
µg/L
1
3
-
50
100
-
-
-
-
-
-
-
-
cis- l,2-dichloroethene
µg/L
1
5
-
70
70
157
17.7
2.5
17.5
-
-
1.8
-
Meth 1 ethyl ketone
/L
5
100
4,000
8.8
Trichlomethene
µg/L
I 1
I 1
3
5
4.4
4.2
-
2.9
-
-
-
-
Tetrachloroethene
µg/L
1
1
-
0.7
5
4.2
1.0
-
-
-
-
-
Vinyl chloride
/L
1
1
0.03
2
1.0
Temp
°C
-
-
-
-
-
16.5
16.5
17.1
1 16.3
1 15.9
1 17.8
17.6
16.0
Field
Field Specific Conductance
µS/cm
ISU
-
-
345.6
409.8
1 1,015
1,564
991.0
102.9
1 1,073
6,114
pH (Field)
6.8
6.9
1 6.0
6.2
7.8
6.2
1 7.3
1 12.4
Notes:
1. Only detected constituents above the EQL are shown.
2. Values exceeding the NC 2L standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste Section on 13 November 2018
(https://deq.nc.gov/about/divisions/waste-mmagementlwwte-management-rules/solid-waste-rules).
Ml indicates the matrix spike recovery exceeded quality control limits
EQL - Estimated Quantitation Limit
GWP - Groundwater Protection Limit
NC 2L - Tide 15A of the North Carolina Administrative Code, Subchapter 2L Standards
SWSL - Solid Waste Section Limit for EQL
MCL - Maximum Contaminant Level (National Primary Drinking Water Regulations)
µg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
CAR200048 Page 1 of 2 Gosyntee Consultants of NC, P.C.

Table 5
March 2020 Detected Constituents in Groundwater
Former York Road Landfill
Charlotte, North Carolina
Location
DMW-02B
DMW-05
DMW-06
I DMW-08
DMW-08 DUP
DMW-A
I YRW-IOC
Sample Date
3/31/2020
3/31/2020
3/31/2020
3/31/2020
3/31/2020
3/31/2020
3/31/2020
Method
Constituent
Units
EQL
SWSL
GWP
NC 2L
MCL
Arsenic
µg/L
10
10
-
10
10
-
-
-
-
-
-
EPA 6010
Barium
pg/L
5
100
700
2,000
8.1
57.3
623
-
-
22.6
90
Cadmium
/L,
1
1
2
5
1.7
1.1
Mercury
/L,
0.2
0.2
1
2
1,1-dichloroethane
pg/L
1
5
6
7
2.1
-
4.3
-
-
-
-
1,2-dichlorobenzene
µg/L
I
1 5
-
20
1 600
-
-
1.0
-
-
-
-
1,2-dichloropropane
pg/L
1
I 1
0.6
5
-
-
2.3
-
-
-
-
1,4-dichlorobenzene
µg/L
1
1
6
75
-
-
5.6
-
-
-
-
Acetone
pg/L
25
100
-
6,000
-
-
-
-
25.3
25.7
-
-
Benzene
/L
1
1
1
5
EPA 8260
Carbon Disulfide
ligIL
2
100
700
Chlorobenzene
pg/L
1
3
50
100
-
-
4.4
-
-
-
-
cis- l,2-dichloroethene
pg/L
1
5
-
70
70
4.0
-
26.2
-
-
-
Methyl ethyl ketone
/L
5
100
4,000
Trichloroethene
pg/L
I 1
I 1
1 3
1 5
-
-
-
-
-
-
Tetrachloroethene
pg/L
1
1
0.7
5
-
-
-
-
-
-
Vinyl chloride
P g/L
1
1
0.03
2
Temp
°C
-
-
-
-
-
16.0
1 17.0
1 16.3
1 17.9
1 17.9
1 18.7
16.9
Field
Field Specific Conductance
µS/cm
647.0
1 940.0
1 1,412
1 141.2
1 141.2
1 72.4
669.0
pH (Field)
SU
7.4
1 6.6
1 6.2
1 6.6
1 6.6
1 6.3
1 6.4
Notes:
1. Only detected constituents above the EQL are shown.
2. Values exceeding the NC 2L standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste Section on 13 November 2018
(https://deq.ne.gov/about/divisions/waste-management/waste-management-rules/solid-waste-rules).
MI indicates the matrix spike recovery exceeded quality control limits
EQL - Estimated Quantitation Limit
GWP - Groundwater Protection Limit
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
SWSL - Solid Waste Section Limit for EQL
MCL - Maximum Contaminant Level (National Primary Drinking Water Regulations)
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
CAR200048 Page 2 of 2 Gosyntee Consultants of NC, P.C.

Table 6
Summary of Mann -Kendall Trend Analysis for VOCs
Former York Road Landfill
Charlotte, North Carolina
Well
Constituent
Mann -Kendall Trend
No. of Points
DDW-01
1,1-dichloroethane
Down
29
DDW-01
Trichloroethene
Up
29
DDW-01
Tetrachloroethene
Down
29
DDW-01A
Trichloroethene
Down
25
DDW-01A
Vinyl chloride
Up
25
DDW-02
1,1-dichloroethane
Down
25
DDW-03
1,2-dichloropropane
Down
25
DMW-06
ITrichloroethene
Down
30
DMW-06
1,2-dichloropropane
Down
30
No. Downward Trends:
7
No. Upward Trends:
2
No.No Trend:
0
Notes:
1. Trends are reported at 95% confidence interval.
2. Analysis was performed on volatile organic compound (VOC) constituents
with concentrations above the 2L Standard in April 2020.
3. Analysis included data collected since March 2008.
4. To avoid the effect of changing method detection limits, non -detects were
replaced by zero (USEPA Unified Guidance, March 2009).
5. Only datasets with greater than 50% detections were analyzed.
6. Trend analyses were implemented using the EarthScience Information
System Esdat Version 5.1.58.
CAR200048 Page 1 of 1 Geosyntec Consultants of NC, P.C.

Table 7
March 2020 Detected Constituents in Surface Water
Former York Road Landfill
Charlotte, North Carolina
Location
NT-1
NT-2
SC-1
SC-2
ST-1
ST-3
Sample Date
3/31/2020
3/31/2020
3/31/2020
1 3/31/2020
1 3/31/2020
1 3/31/2020
Method
Constituent
Units
EQL
NC 2B
MCL
EPA 6010
Barium
µg/L
5
100011
2,000
47.1
47.4
30.0
33.0
74.3
41.2
Temp
°C
-
-
-
15.4
14.9
16.7
16.5
15.9
15.4
Field
Field Specific Conductance
µS/cm
-
-
-
172.7
278.7
332.0
337.0
399.4
240.4
pH (Field)
Isu
I-
-
-
7.0
6.8
1 7.6
1 8.0
1 7.1
1 7.2
Notes:
1. Only detected constituents above the EQL are shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.nc.gov/nc-stdstable-09222017) on 13 November 2018.
EPA - United States Environmental Protection Agency
EQL - Estimated Quantitation Limit
MCL - Maximum Contaminant Level (National Primary Drinking Water Regulations)
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
a - Water supply standard
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NM - Not measured
CAR200048 Page 1 of 1 Geosyntec Consultants of NC, P.C.

Table 8
Recent Methane Detections at Select Locations
Former York Road Landfill
Charlotte, North Carolina
2018
2019
2020
Jun Jul Aug Sep Oct Nov Dec
Jan Mar Apr Jul Oct
Jan Apr
NE Boundary Passive
EW-2
EW-3
MP-14
. .' i .1Vy.
.
0.1%
-
-
-
- 0.0%
-
0.3%
-
- -
- 0.0% 0.0%
-
-
0.1%
0.2%
0.0%
0.0% 0.0%
MP-15
0.0%
0.0%
0.2%
0.0% 0.0%
0.0%
0.0% 0.0%
MP-16
0.0%
0
0.2%
0.0% 0.0% 0.0%
0.0%
0.0% 0.0%
MP-20
0.1% 0.1%
0.4%
0.0% 0.0%
0.0%
0
E-/O
0.2%
0.0% 0.0% 0.0%
0.0%
0.0% 0.0%
MP-31
MP-32
0.1% 0.2%
0.1% 0.0%
0.0%
4.6%
0.0%
0
0.0%
1.9% 0.0%
0.0%
0.2% 2.3%
NE Boundary Active
NE System
-
0.1%
-
-
-
0.0%
-
0.1%
-
0.0%
0.0%
0.0%
-
-
SU-05
0.1%
-
0.0%
-
0.3%
0.0%
0.0%
0.0%
0.0%
0.0%
SU-06
0.2%
0.0%
-
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
NE Boundary Landfill Gas Migration Control
NE System 2
2.5%
1.6%
1.6%
1.9%
2.4%
4.0%
4.7%
0.1%
3.9%
2.8%
0.6%
0.7%
2.5%
2.7%
PC-01
2.2%
4.2%
2.0%
PC-02
1.4%
1.2%
-
-
-
2.0%
2.1%
1.3%
0.6%
0.0%
4.9%
2.5%
PC-03
PC-04
PC-05
-
-
0.1%
-
1.3%
1
1 ' ' ,
" .'
2.1 %
0.0%
-
0.0%
2.4%
-
0.0%
0.0%
-
0.0%
PC-06
0.0%
4.0%
PC-07
-
1.4%
0.5%
3.7%
0.0%
PC-08
-
1.3%
-
-
1.2°/�
-
0.9%
-
0.0%
0.0%
0.5%
0.4%
2.4%
PC-09
0.1%
3.7%
-
1.5%
-
0.5%
0.6 0
1.6%
0.4%
2.7%
PC-10
-
3.9%
PC-ll
3.0 0
-
-
4.5%
-
-
0.1 0
-
3.2%
1.4%
1.2%
2.5%
2.5%
PC-12
0.1%
2.7%
-
-
3.9%
-
-
2.7%
-
1.9%
2.0%
0.7%
3.0%
2.8%
PC-13
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.1%
0.0%
0.0%
0.0%
0.5%
0.0%
0.0%
PC-14
0.1%
1.7%
-
0.1%
0.0%
1.0%
1.7%
1'
PC-15
PC-16
-
4.2%
-
-
-
-
0.4%
2.4%
-
-
-
-
0.0%
0.1%
-
-
0.0%
0.0%
0.9%
1
0.0%
3.3%
0.0%
0.2%
PC-17
-I
1' ,
0.0%
1 1.
PC-18
1.4%
1.4%
-
0.1%
0.8%
0.8%
0.0%
. S .
PC-19
0.0%
0.0%
-
1.2%
0.0%
0.0%
0.0%
0.0%
0.0%
PC-21
-
0.1%
-
0.4%
-
-
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
PC-22
0.6%
0.4%
-
0.1%
0.0%
0.3%
0.3%
0.00%
0.0%
PC-25
0.0%
0.2%
-
0.1%
0.0%
0.0%
1 0.0%
0.0%
0.0%
NE Boundary Offsite
BP-6
0.1%
0.0%
0.0%
1.3%
0.0%
0.0%
0.0%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
S-1
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.2%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
S-3
0.0%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.2%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
S-5
0.1%
0.2%
0.0%
0.0%
0.0%
0.5%
0.0%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
S-7
4.2%
0.1%
0.0%
-
1.6%
0.0%
0.0%
1 0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Northern Boundary
41
0.0%
0.0%
-
0.0%
0.0%
0.4%
42
-
0.0%
-
-
0.0%
-
-
0.8%
0.7%
3.6% 0.0%
44
-
0.1%
3.2%
-
0.1%
' :' 0.0%
80
0.0%
0.0. 0.0%
Baseball Field Storm Drains
SD-25
-
0.0%
-
-
0.0%
0.2%
-
0.0%
0.0%
0.0%
0.0%
0.0%
SD-29
-
0.0%
-
-
0.6%
-
-
0.0%
-
0.0%
0.0%
0.0%
0.0%
0.6%
SD-30
0.0%
-
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Baseball Fields Parking Lot
SD-04 0.0% - 0.0%
0.2% 0.0% 0.0% 0.0%
0.0% 1 0.0%
Soccer Field Storm Drains
SD-11
0.1%
0.0%
SD-13
0.0%
0.0%
021/o
0.0%
0.0%
0.0%
0.0%
0.0%
Western Boundary
HWY 49 Boundary
3
0.0%
-
0.0%
-
0.2%
0.0%
0.0%
0.0%
0.0%
0.0%
5
0.0%
0.2%
0.6%
0.0%
0.0%
0.0%
0.1%
6
0.0%
-
-
0.0%
-
1.3%
0.0%
0.0%
0.0%
0.1%
10
11
.'
0.7%
-
-
0.6%
2.0%
-
-
4.0%
1.6%
0.8%
0.6%
0.1%0
'..' 11.1
21
-
1'
.1
1
-
2.4%
1
0.1%
1'
3.8%
. ` ' '
22
24
25
-
0.1%
-
0.0°ib
0.2%
0.0%
0.0%
0.0%
0.0%
0.0%
27
0.4%
0.3%
0.0%
28
0.0%
0.0%
0.2%
0.0%
0.0%
0.0%
0.0%
0.0%
RW-B
-
0.1%
-
-
-
.'
0.0`%
0.0%
0.0%
RW-C
-
-
-
-
0.3%
-
4.0%
3.3%
0.0%
0.0%
RW-D
0.0%
0.2%
0.1%
0.0%
0.0%
0.1%
0.0%
Leatherman Golf (Offsite)
P-1
-
0.0%
-
-
0.0%
-
0.2%
-
4.5%
0.0%
0.0%
0.0%
2.7%
P-2
-
0.1%
-
-
0.0%
-
-
0.8%
-
0.0%
0.0%
0.0%
0.0%
0.0%
P-4
0.3%
-
0.0%
-
0.0%
3.5%
Clubhouse Active
CH System
0.0%
-
0.1%
-
-
0.3%
-
0.1%
0.0%
0.09.0
0.0%
0.0%
SCV-1
0.1%
-
0.5%
-
0.0%
-
0.9%
0.0%
0.0%
0.0%
0.0%
SCV-3
0.0%
-
0.1%
-
0.1%
0.8%
0.0%
0.0%
0.0%
0.0%
SCV-5
0.0%
-
-
-
0.1%
-
0.0%
0.2%
0.0%
0.1%
0.0%
0.0%
SCV-6
0.1%
-
-
-
0.1%
-
0.3%
-
0.2%
0.0%
0.1%
0.0%
0.0%
Notes:
Locations are shown on the basis of methane measurements exceeding 0.1 % in 2018, 2019, and 2020.
Blank cells indicate unavailable historical data or no reading taken.
Detection below Lower Explosive Limit (LEL, < 5%)
Detection at or above LEL (> 5%)
BLP and SLP readings with methane detections were collected from subsurface cracks, not ambient air.
CAR200048 Page 1 of 1 Geosyntec Consultants of NC, P.C.

Table 9
Landfill Gas and Vacuum Readings - Northeast Boundary
Former York Road Landfill
Charlotte, NC
1/9/2020 & 1/17/2020
4/9/2020
ID
CHa
(%)
CO 2
(%)
Fell
Vacuum
(in H2O)
CH a
(%)
CO 2
(%)
Well
Vacuum
(in H2O)
MP-16
0.0
0.1
0.12
0.0
0.0
0.00
MP-20
0.0
0.3
0.00
0.0
0.0
0.00
MP-31
20.6
16.0
0.00
39.5
28.8
0.00
VMP-1
0.0
0.1
5.75
0.0
0.0
0.00
VMP-2
0.0
0.1
12.12
0.0
0.0
0.00
VMP-3
0.0
0.1
3.68
0.0
0.0
1.50
VMP-4S
0.0
1.0
0.00
0.0
0.0
0.00
VMP-4D
0.0
0.9
0.00
0.0
0.7
0.00
VMP-5S
0.0
0.8
0.00
0.0
0.5
0.00
VMP-5D
0.0
0.8
0.00
0.0
0.0
0.00
VMP-6S
0.0
0.1
1.05
0.0
0.0
0.00
VMP-6D
0.0
0.2
0.15
0.0
0.0
0.00
VMP-7S
0.0
0.3
0.00
0.0
0.1
-0.70
VMP-7D
0.0
0.2
0.00
0.0
0.3
0.00
VMP-8S
0.0
0.2
0.00
0.0
0.1
0.00
VMP-8D
0.0
0.4
0.00
0.0
0.6
0.00
SU-07
0.0
0.2
3.11
0.0
0.2
0.00
PC-13
0.0
0.2
57.67
0.0
0.0
70.80
DP-6
0.0
0.1
5.00
0.0
0.0
3.50
S-1
0.0
7.1
-0.14
0.0
3.2
0.00
S-2
0.0
0.1
0.00
0.0
0.4
0.00
S-3
0.0
0.1
0.00
0.0
0.0
0.00
S-6
0.0
1.6
-0.08
0.0
3.3
0.00
S-7
0.0
0.2
1 0.00
0.0
0.0
0.00
Notes:
1. Negative vacuum indicates positive pressure.
CAR200048 Page 1 of 1 Geosyntec Consultants of NC, P.C.

FIGURES

0
N
A
0
Y
Q_'
O
W
H
13
0
J
Q_'
a
x
U
Ll
0
U
11
i
L)
U
W
0
a
l�"�� �1 �'�i.{I � � / _ gygMp ;\tilt x, �`�� -�I� _ •� O 1 t.
407" $:
LANDFILL AREA D \�
LANDFILL AREA F : 1980-1983
�}
1�984 1986 // � 6� _ 1p� � y �\ �--JjiJ3'({ \\�,`�•' ` , ,;� r � T `� _ 5° ` �`')) PROPERTY
CLUBHOUSE
RENAISSANCE'
B i MAINTENANCE BUILDING
LANDFILL AREA E ` A
( 1983-1984 ,` �- (t Q. 4f'. i" 7a°
LANDFILLAREAB v �!
1974-1980 L�
✓ LANDFILL AREA
LANDFILL AREA A \ - f%
icy 1968-1972
1441
i✓ ,� ;� (�
0 2000' 4000'
SCALE IN FEET
REFERENCES: SITE LOCATION MAP
1. PROPERTY LINES OBTAINED FROM MECKLENBURG FORMER YORK ROAD LANDFILL
COUNTY GIs. CHARLOTTE, NORTH CAROLINA
2. U.S.G.S. 7.5 MINUTE QUADRANGLE CHARLOTTE WEST,
DATED 1993, PHOTOREVISED 1996. GeosyntecO Figure:
3. APPROXIMATE WASTE BOUNDARY OBTAINED FROM EM COnSUItantS OF NC, PC
MAPPING PERFORMED BY GEO SOLUTIONS, LTD, 1
OBTAINED 23 OCT 2017 AND HISTORICAL DRAWINGS. CHARLOTTE, NC MAY 2020
Y

K:\_PROJECTS\C\CITY OF CHARLOTTEWORK ROAD LAND FILL\FIGURES\GC5699.04\2020-05 SPRING\GC5699F002.DWG (13 May 2020) mfabrizio

K:\_PROJECTS\C\CITY OF CHARLOTTEWORK ROAD LANDFILL\FIGURES\GC5699.04\2020-05 SPRING\GC5699F003.DWG (28 May 2020) mfabrizio
�O
Q
TUNNEL
r ;
SD-31
GOLF
CLUBHOUSE
i
fi
w
SD-36
d
SD-34
LEGEND
1.
AERIAL PHOTOGRAPHY OBTAINED FROM NC ONEMAP
GEOSPATIAL PORTAL WEB SITE, DATED 2019.
— — APPROXIMATE PROPERTY
2.
PROPERTY LINES OBTAINED FROM MECKLENBURG
BOUNDARY
COUNTY GIS.
STREAM
3.
STREAM LOCATIONS FROM MECKLENBURG COUNTY
GIS, NORTH CAROLINA OPEN MAPPING WEBSITE,
20141014, CREEKS AND STREAMS.
STORM DRAINS
4.
LIGHT POLES AND SCOREBOARDS WERE NO LONGER
MANHOLE
INCLUDED IN ROUTINE MONITORING FOLLOWING
DEMOLITION ACTIVITIES.
5.
STORM DRAINS SD-14, 15, AND 16 WERE COVERED
FOLLOWING RE -GRADING AND ARE NO LONGER
INCLUDED IN ROUTINE MONITORING.
2
w1w
FIELD 5
(BASEBALL
SD-39
SD-32
RENAISSANCE
MAINTENANCE
BUILDING
0 SD-38
SD-37
s
LEATHERMAN ly.
MAINTENANCE
BUILDING
0 500' 1000,
SCALE IN FEET
LANDFILL GAS
MONITORING FEATURES AND STRUCTURES
(1 of 2)
FORMER YORK ROAD LANDFILL
CHARLOTTE, NORTH CAROLINA
Geosyntec ° Figure:
MnSldtantS OF NC, PC
3A
CHARLOTTE, NC MAY 2020

K:\_PROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2020-05 SPRING\GC5699F003.DWG (28 May 2020) mfabrizio

K:\_PROJECTS\C\CITY OF CHARLOTTEWORK ROAD LANDFILL\FIGURES\GC5699.04\2020-05 SPRING\GC5699F004.DWG (22 May 2020) mfabrizio

K:\_PROJECTS\C\CITY OF CHARLOTTEWORK ROAD LAN DFILL\FIGURES\GC5699.04\2020-05 SPRING\GC5699F005.DWG (13 May 2020) mfabrizio

KAPROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2020-05 SPRING\GC5699F006.DWG (13 May 2020) mfabrizio
AREA 3 NORTH BOUNDAR
AREA NORTH BOUNDARY-1
I
Y -I
V LVV
SCALE IN FEET
AREA 1 NORTHEAST
BOUNDARY
2 NORTH BOUNDARY - I
/ 6 0 200'
/ SCALE IN FEET
KEY MAP
0 2,000'
SCALE IN FEET
LEGEND
APPROXIMATE
PROPERTY BOUNDARY
®` METHANE MONITORING NOTES
PROBE LOCATION
® PASSIVE EXTRACTION WELL
VACUUM MONITORING
91 LOCATION
S-4 (59.44))
PERCENT METHANE(%)
SAMPLE LOCATION ID
1. ONLY PROBES MONITORED IN APRIL 2020 ARE
SHOWN. THE FOLLOWING POINTS WHICH ARE
INCLUDED IN THE LANDFILL GAS (LFG) SAMPLING
PLAN COULD NOT BE SAMPLED: BP-2 AND EW-1.
REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM NC
ONEMAP GEOSPATIAL PORTAL WEB SITE, DATED
2019.
2. PROPERTY LINES OBTAINED FROM MECKLENBURG
COUNTY GIS.
3. METHANE MONITORING PROBE LOCATIONS
APPROXIMATED FROM DRAWING PREPARED BY
HDR AND HAND-HELD GPS.
3 NORTH BOUNDARY - 11
6 0 200'
SCALE IN FEET

KAPROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2020-05 SPRING\GC5699F007.DWG (13 May 2020) Mfabrizio
AREA 3
(RENAISSANCE \
MAINTENANCE BUILDING)
AREA 1
(SOUTH TRYON STREET CORRIDOR)
1-i
AREA 2
(SUGAR CREEK CORRIDOR)
SUGAR CREEK CORRIDOR
0 400' 800'
SCALE IN FEET
SOUTH TRYON STREET CORRIDOR
0 200' 400'
SCALE IN FEET
LEGEND NOTES
APPROXIMATE 1. ONLY PROBES MONITORED IN APRIL 2020 ARE
PROPERTY BOUNDARY SHOWN. THE FOLLOWING POINT WHICH IS
® INCLUDED IN THE LANDFILL GAS SAMPLING PLAN
METHANE MONITORING COULD NOT BE SAMPLED: 07.
PROBE LOCATION REFERENCES
S-4 (59.4)
1. AERIAL PHOTOGRAPHY OBTAINED FROM
PERCENT METHANE (%) NC ONEMAP GEOSPATIAL PORTAL WEB
SAMPLE LOCATION ID SITE, DATED 2019.
2. PROPERTY LINES OBTAINED FROM
MECKLENBURG COUNTY GIS.
KEY MAP
0 2000' 4000'
SCALE IN FEET
RENAISSANCE
3 MAINTENANCE BUILDING
7 0 100, 200'
SCALE IN FEET
3. METHANE MONITORING PROBES
APPROXIMATED FROM DRAWING
PREPARED BY HDR.

SCV-1
m CH-2
CH-10
(ABANDONED)
11 SCV-2 SCV-4
NCH-2 0 DRAIN 5
SCV-3 PV-2
jo
CH-5 0
(ABANDONED)
I-3 CH-1 CH-11 NCH-4
Q ®Q
MP-2
(I)CH-6NCH-5
NCH-1
®DRAIN 2
NCHNCH-6
) (DCH-3
CH-7 NCH-
®DRAIN 3
CH-4
CH-7
POWERED
LOUVER
LEGEND
0 2-IN. DIA. COREHOLE WITH SUBSLAB
MONITORING PROBE (CH)
® 6-IN. DIA. COREHOLE WITH SUBSLAB
MONITORING PROBE (CH)
3-IN. DIA. PVC PASSIVE AIR INFILTRATION
VENT
3/8-IN. DIA. MEASURING PORT IN WALL (MP)
0 4-IN. DIA. PVC BELOW -GROUND HEADER
MANIFOLD VALVE
PVC CLEANOUT
0 2-IN. DIA. PVC VERTICAL EXTRACTION POINT
1-IN. DIA. PVC HEADER MEASURING POINT
® FLOOR DRAIN
4-IN. DIA. PVC BELOW -GROUND VACUUM
EXTRACTION HEADER PIPE
4-IN. DIA. PVC BELOW -GROUND HEADER
PIPE (PASSIVE VENT)
A
V-2
#NV-5 NV-4 NV-3
V-1
CH-12
SCV-5 A a PV-3 A SCV-6
C -13
NV-2
SCV-7
® DRAIN 1 CH-8 0
PV-4
BUILDING
EXHAUST FAN
DRAIN 4
V-4
CH-9 m
I II
V-3
NV-1
EXHAUST
STACK
EXHAUST
SILENCER
BLOWER
KNOCKOUT
TANK VACUUM
RELIEF VALVE
NOTE:
1. CLUBHOUSE VENTING SYSTEM INFORMATION
PREPARED BY HART & HICKMAN.

KAPROJECTS\C\CITY ❑F CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2020-05 SPRING\GC5699F009.DWG (13 May 2020) Mfabrizio
SCALE IN FEET
LEGEND
APPROXIMATE
PROPERTY BOUNDARY
TRENCH SYSTEM
EXTRACTION WELL
LFG MIGRATION CONTROL
SYSTEM EXTRACTION WELL
PC-1100 (59.4)
PERCENT METHANE(%)
EXTRACTION WELL ID
NOTES
1. THE FOLLOWING POINT WHICH IS INCLUDED IN
THE LANDFILL MIGRATION CONTROL SYSTEM
EXTRACTION WELL MONITORING PLAN COULD NOT
BE SAMPLED: PC-04. (NM) INDICATES NOT
MEASURED.
REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM NC
ONEMAP GEOSPATIAL PORTAL WEB SITE, DATED
2019.
2. PROPERTY LINES OBTAINED FROM MECKLENBURG
COUNTY GIS.
3. AS -BUILT LOCATIONS OF LFG CONTROL SYSTEM
EXTRACTION WELLS FROM PLAN BY R. JOE
HARRIS ASSOCIATES, INC OF FORT MILL, SC
TITLED "AS -BUILT SURVEY FOR LANDFILL GAS
MIGRATION CONTROL SYSTEM" OBTAINED 16
NOVEMBER 2017.
1 NORTHEAST BOUNDARY
9 0 100'
SCALE IN FEET

70.0 70
60.0 60
50.0 50
40.0 40
x30.0 — — 30 Vacuum
^o —° ■ Flow
u 20.0 — — — — — — — — 20
d 10.0 — — 10
0.0 0
No
4 4 4 4 4 4 4 4 4O Oc O 4 4G 4G 4G 4G 4G ' 4U 4CC 4U 4O' O' 4G 4G 17 January 2020
30
25
20
.. 15
c 10 ■ Methane
5 ■ Carbon Dioxide
c
c 0
G10 G� G� G� �� �� titi �� ti� �� ti� �� ti� ti� ryo �,� ,tip. � 11, tih �,11
wS�S 4 4 4 4 4 4 4 4 4 QU QU 4U 4U 4U 4U QU QU 4U 4U 4U 4U 4U QU 4U 4U 4U 17 January 2020
•tip
January 2020 Northeast Boundary LFG Migration
Control System Status
Former York Road Landfill
Charlotte, NC
Geosyntec "' •
Figure
consultants
()
(IJA LOTTr 10
,«oconsu4s,,..
Charlotte, NC May 2020

APPENDICES

Appendix A
Sampling Field Data Sheets

Glzi:
LocaCloh - �� Date �
Fl olece/ Client _,v ,L
`yit
� rt�� J
CX'4 /ham. TTLtdY'L
4,9
DT
O
ic. L
t�IL'
--
—
prowl
F
�'lvri-h2Pn°cur
Pl,.�.l3.
w
r
+-
��
FDg
T
1
t
Y I
� �o
WA � �'
-
�'n
—40
i
i
M1%b Dei�4 Pew
-I
D
W-aq
'4'3`�
4
Levj
Y
�vrtlp
-o�a
I
-
05
g
y
I
1
--�
-
----
II _1
'
N,
_ I _--- —j� i5c u,

Document Name: Field data Sheet
Date Issued: March 8, 2019
aCBAnaliftal y
Eye: l of L
Document Number: F-CAR-FLD-001-rev.03
Issuing Authority: Pace Huntersviile Quality.
office .
Yield Uata Sheet
Client: U' . OE. � Location : _ram
Project #: .ri � %c ima
Name and Affiliation (Sampler(s): Field Data Sheet Review:
---
Name and Affiliation (Inspector): iV,q11
Date:
r `b�� off° By. C�
Well Information
{� 0
Well. ID: Lino ' (
WellLocked: PE
/ NO / �ushmoun '
Well Diameter: '}
Construction: Steel/Stainless Steel)
Total WelDepth:
Multi Factor*: (,_./63
[ (Radius/12)2x3. W.48]. n
Static Water Level: 39.60 it
Casing Volume:
gallons.
Height of Water Column: ft
Cal. 3 Volumes:
gallons
Pump Intake:
�t
Purge Information
Date Purged: � / / — Start:
Finish:
"Y Purge Rate:
Purging Method: "��
Total Volume Purged:
(gallons/mis/L)
Sainvlinz Information
Date Collected: 2,5 /L3 Ll 0,�20 Time Collected: 0200 a&/pm)
Sampling Equipment Used: Oi Q9,',� o e-_,�r_ 4jnstruliment TD: SST 3 ; '
Bottle Type Preservation Analysis Required
O "riL 'p!,--� s c C;., e-] 10
Field Measurements/Observations
Sample Temp (°C): Time: Turbidity (ntu): Tirne:m �-
Dies Oxy (m&/L)- `— Time: Fe 2+ mg/L: Time:
Specific Cond. (uS): Time: Res. Cl (mg/L)/(µg/L): Time:.
Sample pH (s.u.): (a -3 . Time: r'g C70 Odor: 5q� pc, Time: fi�L?0
ReDox (mV): Time: Appearance: L ��,q,� Time:y
ReDox (EH value):YSI ProPlus +200mV —' Other: I Time:
General/VVeatherObservations: D)'4"Vj "A - {P ngzu ffigs ��3 b-
RDA 17'J.s.-14&,Z cs)�2 -- (sunny(cioil rainy) Temp. :2r5___ ('F) Wind S-*10 (mph)
Sampler Signature
Stabilization Test
a •
...�
a .
..
.
Met
Page 84 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2019
Page: l of L
ceAnaf eal'
Document Number. F-CAR-FLD-001-rev.03
Issuing Authority: Pace Huntersville Quality
r
Office
Field Data Sheet %
Client - 0S,' Location:_ L �,as- 10 42 . ti; Ptoject #: )1_i1 il,^Jc c% L
Name and Affiliation (Sampler(s): J��'� 1i,�-
�c' Field Data Sheet Review: 2- V�
Name and Affiliation (Inspector): IV,9 f J
Well Inforrnatidn Date: €� 1 O1 v By:
Well ID: . _n f\NW Well Locked: ( YES / NO Flushmount) '
Well Diameter: Construction: WVSteel/Stainless Steel)
Total Well Depth: Uft
Static Water Level: 5 it
Height of Water Column: ft
Multi Factor*: : A-' r(Radius/12)2 x 3.14 x 7.481.
Casing Volume: '~ gallons.
Cal. 3 Volumes: gallons
Pump Intake: ft
P,urZe Information
Date Purged: r / " / — Start: Finish: Purge Rate:
Purging Method: Total Volume Purged: (gallons/mis/L)
Sampling Information
Date Collected:' 3 � G/3j/ .202 Time Collected: T S pm)
Sampling Equipment Used: i0,SS: ve_ �U f Zg--o o 0 �Instrument ID: S T L
Bottle 'Type Preservation Analysis Required
Field Measurements/Observations
Sample'T'erhp (°C): Time, ���� Turbidity (ntu): -- `� Time:.
Diss Oxy (mg/L). Time: Fe 2+ mg/L: Time."
Specific Cond. (uS). , a Time: 08' Res. Cl (mg/L)/(µg/L): Time:.
Sample pH (s.u.): to • L_ Time: 01.5. Odor: Ao�9 Tvne: 0B 5-6,
-655
ReDox (mV): `�' Time: Appearance. 1 d ✓. Time: 0
ReDox (EH value):YSI ProPlus +200mV Other: 1Time: —
General/Weather Observations: �) M1n1 -. ��. �L d 3 /3I/ab
_—' 03N,l�..0 {sunny/ Dud`/rainy) Temp.(�(°F) Windu lCU (mph)
Sampler Signature
Stabilization Test
'31 a t}
F0 me
removed
Page 85 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2019
Page: I of t
C6A kW341cafa
Document Number: F-CAR-FLD-001-rev.03
lssuiRg Authority: Pace Huntersville Quality
s
Office
Field Data Sheet 1
Clienf: E' -f-e C Location: C: .a ; f a j+f- . ti c Project #: �P_.r? e rk f L
Name and Affiliation (Sampler(s); � _ � l� � -
0,, �C Field Data Sheet Review: ��� �-�
Name and Affiliation (Inspector): *j
Well Information Date: p 100 bOdO By:
Well ID: Well Locked: ( YES / NO tallmskhmo '
Well Diameter: Construction:Steel/Stainless Steel)
Total Well pepth: y S ft
Static Water Level: 31 , 6A. - ft
Height of Water Column: it
Multi Factor*; ! :, I(, _7 ^ r(Radius/ 12)2 x 9.14 is 7.48] .
Casing Volume: gallons.
Cal. 3 Voluines: r gallons
Pump Intake: — ----it
Purge Infor'Mation
Date Purged: / ./ . Start: �_ Finish: Purge Rate:
Purging Method: `- Total Volume Purged: (gallons/mis/L)
Saw.vlins Information
Date Collected: G � lam/.2t 20 Time Collected; O�,_,>a /pm)
Sampling Equipment Used: L' 52x)e �dL_'��trument lD: 5 35 jf, ^
Bottle Type Preservation Analysis Required
Field Measurements/Observ_ations
Sample Temp (°CI: Time: ���/7 Turbidity (ntu): Timer .�
Digs Oxy (iftg/L): '`- Time. Fe 2+ mg/U "g Time:
Specific Cond. (uS): l b � Time: ____ _Res. CI (mg/L)/(µ /L): �Time:. —
Sample pH (s.u.): Time: Q r:�Odar: _--__ 5k 1 �a«S Time: 02/5-
ReDox (mV): Time: Appearance: _ e i ycdle10 Tirane: 0 1-,5
ReDox (EH value):YSI ProPlus +200n1V Other: Time: —
General/Weather Observations: D 1M \,J 721) R AVAP n-3%ao k ,
(sunnkloud rainy) Temp. k0 (°F) Wind �/a (mph)
Sampler Signature
Stabilization Test
TO me
Page 86 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2019Pa
CG r'trli w
e: i of L
Document Number: F-CAR-FL D-001-rev.03
Issuing Authority: Pace Huntersville Quality,
Office -
Field Data Sheet
a J C C �n s i 1 •i--�-e'
_ Clienf: 1.9� S.�/�Location: ao
Name and Affiliation (Sampler(s):_`31) S c CL
Name- and Affiliation (Inspector): lVq
Well Information
Wed ID: . W.-0b_ WeULocked: (Yl
Well Diameter: Construction:
J <_ Ptoject 0: �e _r? , r k- �- c r
1d Data Sheet Review: Za'
Date: M[0615-w By;
NO / Flushrnount) '
Steel)
Total Well Depth: a, -I. �7 ft Multi Factor*: -l- 3 [(Radius/12)2 x 3.14 x 7.48]
Static Water Level: ID. 0 ci ft Casing Volume: gallons.
Height of Water Column: ft Cal. 3 Volumes; gallons
Pump Intake: ft
Purge Information
Date Purged: Start: Finish: Purge Rate:_
Purging Method: _Total Volume Purged: (gallons/mis/L)
S amnline Information
Date Collected: C. l / .20,20 Tune Collected: � pm)
Sampling Equipment Used. i c; 5'yy Instrument 1l): V/ 1 _��5 ! k
Bottle Type Preservation Analysis Required
1 �! !s �i� a `c° _ 11 C1'' _ eq/("
Field Measurements/Observations
Sample Temp- (°C): )6,3 Time.. O2!jj .�. Turbidity (ntu): _ Time: "--
Digs Oxy (mg/L): Time: Fe 2+ mg/L: Time:
Specific Cond. (uS): Time: Og 5 Res. C! (mg/L)/(µg/L): �Ume:.
Sample pH (s.u.): (c, oZ Timer Odor: AM
ReDox (mV): `-"" Time: Appearance: Time: 0545",
ReDox (EH value):YSI ProPlus +200mV Other: Time:
General/Weather Observations: b M W- P D a I n_5 le,� 03 %oc, b
rainy) Temp.(°F) Windj�2/� (mph)
Sampler Signature
Stabilization Test
M1
- R
>..
..
�,.�.
os
Page 87 of 103

Document [Name: Field data Sheet
Date Issued: March 8, 2019
�er'i!k?%�€fEa7y
Pape: 1ofL
Document Numbor: F-CAR-Fl.D-001-rev.03
Issuing Authority: Pace Huntersvilie Quality.
office .
Field Data Sheet
Client: c
Name and Affiliation (Sampler(s): 1� �ctic'L
Name and Affiliation (Inspector): 1?14 Well Information
Well ID: D� l^� ' 03 Well Locked:
WeA Diameter: Construction:
:ld Data Sheet Review:
Date: 10461)clho
'NO / Flushmount )
eel/Stainless Steel)
Total Well Depth: % ft Multi Factor*: /t� - [((alias/12)2x3.14 x 7.48]
Static Water Level: f o ft Casing Voiume: gallons.
Height of Water Column: � ft Cal. 3 Volumes: — .gallons
Pump Intake: — . ft
By: a
Purge I ifoiinatt'on
Date Purged: Start: Finish Purge Rate:
Purging Method: Total Volume Purged: (gallons/cols/L)
SamviinLy Information
Date Collected: G-a 1.1204c3 Time Collected: D bC]pm)
Sampling Equipment Used: CIE, 5S N) LQ o n 16,�, L Instrument
Bottle Type Preservation Analysis Required
Field Measurements/Observations
Simple Temp ((,C): 1 �]Time:._--1000 Turbidity (ntu): Time:
Diss Oxy (mg/L): `' — Time: Fe 2+ mg/L: Time:
Specific Cond. (uS): q Time: [000 Res. Cl (mg/L)&g/L): Time:.
Sample pH (s.u.): Time. 1 aaQ . Odor: Sw(46uuD1 T-Time: 0 O
ReDox (mV): Time: Appearance: _ . J der V, _ Time:--- nQo
ReDox (EH value):YSI ProPlus +200mV Other: `" Time:
Generai/Weather Observations: �) D. Vj fj PP .B m s •1,1W _ 0 310� at,
rainy)
Sampler Signature
Stabilization Test
W
. •
..
+ • .
�
. •
. •
ein • In
am
Page 88 of 103

Document blame: Field data Sheet
Date Issued: March 8, 2019
ceMIIYW la
Page: 1 of i
Document [Number: F-CAR-FLD-001-rev.03
Issuing Authority: Pace Huntenville Quality.
Office -
Field Data Sheet
Clienf: l72 0S' Location: • i o'f e_ _ rLy TProject #: 24
Name and Affiliation (Sampler(s): - 3 )) C_ Field Data Sheet Review: Z0
Nome and Affiliation (inspector): *14
Date: O�jjti�/3V3'� By:
Well Information
Well ID:� Si " 03
Well Lacked: ( >;s / NO / Flushmount )
Well Diameter:. 12 �
Construction: �C�Steel/Stainless Steel)
Total Well Depth: 6 1 ft
Multi Factor'; r(Radius/12)2 x 3.14 x 7.48].
Static Water Level: , 4 of it
Casing Volume: gallons
Height of Water Column: — ft
Cal. 3 Volumes: gallons
Pump Intake: ft
Purge Information
Date Purged: Start :
Finish: Purge Rate:
Purging Method: __
Tot alVolvme'P-arged: (gallons/mis/L)
Satnuliniz information
Date Collected: 03 /.,_,j_/ 20,20 Time Collected: 0 &/pm)
Sampling Equipment Used:. fc, 55 strurrtent ID:
Bottle Type Preservation Analysis Required
f - U fy7 C. ate_ / � q o
Field Measurements/Observations
Sample Tern °C : . Time: j Turbid. ntu : Time: —
Diss Oxjy (m.g/L): r`` Time: `- Fe 2+ mg/L: - Time:
Specific Cond. (uS): pp� Time: ��� Res. Cl (mg/L)/(µg/L): Time:.
Sample pH (s.u.): [� , _ Time: L E Otlor:_: S L, J"rA Time:
ReDox (mV): Time: Appearance: 0-NA y/' Time:—1010
ReDox (EH value):YSI ProPlus +200mV � Other: Time:
General/Weather Observations: - 0.3 n o 2, Job. 20
(su=y cloud /rainy) Temp-��(°F) Wind J 4 t -(mph)
Sampler Signature: Date: __- 2J- 11 J
Stabilization Test
Page 89 of 103

Document [Name: Field data Sheet
Date Issued: March 8, 2Q14
Cer' W1YPtW*
Page: 1 of L
Document Pclumber: F-CAR-FLD-OOI-rev.06
Issuing Authority: Pace Huntersville Quality,
1
Office
Field Data Sheet -
Client: c 5Uo _ Location:
Name and Affiliation (Sampler(s): -3-1)_C_ Field Data Sheet Review:
Name and Affiliation (Inspector): IV19 �--
Well Information Date: 0� love 1016x
Well ID: _ '" U5 Well Locked: 8 / NO / Flushmount )
Well Diameter: Construction: Steel/Stainless Steel)
Total Well Depth: �y ft Multi Factor*: /u 3 r(Radius/12)2x3.140-481
Static Water Level: (do.3 ft CasingVoiume: gallons
Height of Water Column: ft Cal, 3 Volumes: ~" gallons
Pump Intake: It
By:
Purge Inforinatton
Date Purged: Start : Finish: r" Purge Rate:
Purging Method: '� _ Total Volume Purged: r (gallons/mis/L)
Sainvlinz Information
Date Collecfed: G. a . _1 � / L � Time Collected: l) �� am pm)
Sampling Equipment Used: Cc% 55 ive DvjT . L, n Instrument ID: 4l 4t -35j-,
Bottle Type Preservation Analysis Required
Field Measuretnerits/bservations
Sam Ie Teri> °C : Time:
CD 3 Q
Turbjd ntu :
Time:'
Diss Oxy (mg/L): — Time:
Fe 2+ mg/L: -�
- Time:
Specific Cond. (uS): Time:
10 3 i2
Res. Cl (mg/L)/(µg/L): "'
Time:.
Sample pH (s.u.): �" Time: l 0 : i.D Odor: — . $ A o,.� z Time:
ReDox (mV): ~" Time:
Appearance: or- +- b-jZ,,,
Time:
ReDox (EH value):YSI ProPlus +200mV
Other: 7
Time:
General/Weather Observations: \
'^ 0 [J
D
l
5' % a �
Sampler Signature
Stabilization Test
(su=ykloudyhamy) Temp. -ha joF) Wind 5% l o (mph)
_Si
Tolurne
Page 90 of 103

C8r'1/71ilhCc7��
f �
Document Name: Field data Sheet
Date Issued: March 8, 2019
page: 1 of L
Document Number: F-CAR-F[.D-001-rev.03
Issuing Authority: Pace Huntersville Quality.
Office
r
Field Data Sheet
Client _ CIE t� _ Location: O k n � 0 4 P_ , � Project #: �L9_(1 _ , r k- y c i�c L l==
Name and Affiliation (Sampler(s): Field Data Sheet Review: `G
Name and Affiliation (inspector): / 4 ---� . _ Date: (Olbl' 00 By: Cf
Well Information 04
Well ID: Well Locked: YES / NO / Flushmount) '
Well Diameter: Construction: StC Steel/Stainless Steel)
Total Well Depth: _ft
Static Water Level: ft
Height of Water Column: ft
Purge Information
Multi Factor*:3 [(Radius/ 12)2 x 3.14 x 9.4B1
Casing Volume: gallons
Cal. 3 VoIumes: gallons
Pump Intake: T Et
Oate Purged: / —./ . Start: Finish: Rate:
Purging Method: `w Total Volume Purged: (gallons/mis/L)
SaianlinLr Information
Date Collected:.0� . I L/ -_20,20 Time Collected: 5 f
Sampling Equipment Used: S5?Veu5 c nlrtstruritent ID: 1/�1 3 tf
Bottle Type Preservation Analysis Required
Field Measureinents/Observations
Sam Ie Tejn °C : 1 Time: 09, Turbidi ntu : Time:
Diss Oxy (jng/L): — Time: Fe 2+ mg/L: � Time: —
Specific Cand. (6): Tj 4`�j Time: .1 Res. Cl (mg/L)/(µ /L): Time:.
Sample pH (s.u.): (, , (7 Time: Q ,�-6. Odor: 3 awe Time: 4 02,115
ReDox (mV): Time: '� Appearance: wh',#c NY+, {ii Time: /0�
ReDox (EH value):YST ProFlus +200=V Other: Time:
General/Weather Observations: bb 09CIOTdS, 31511,�a yt 5� 0306/9j
(sunny/ ou /rainy) Temp —(OF) Wind�(mph)
Sampler Signature
Stabilization Test
4L
olume
removed
Page 91 of 103

C8r4/7A1)Ca! y
Document Name: Field data Sheet
Date Issued: March 8, 2019
Page. I of L
Document plumber: F-CAR-FLD-001-rev.03
Issuing Authority: Pace Huntersville Quality
Office .
rieia uara bneet
Chenf: Cnz' 0900174-C-4 C _ Location: (f 104e
Name and Affiliation (Sampler(s): J. Q,-31 62a.CC-
Name and Affiliation (Inspector):
Well Information
Well ID: Well Locked: CY,
pU!�__Ptoject #: Pe, ( �o rW- Z--1'"_ P, uJ Cl _
.eld Data Sheet Review: %QZd
Date: OBI ja$1)Ps* By:
NO / Flushmount )
Well Diameter: - Construction: �, Steel/Stainless Steel)
Total Well Depth: = U ft Multi Factor-:0_43_ r(Radius/12)2 x 3.14 x 7.48].
Static Water Level: Casing Volume: `" 1 - gallons.
Height of Water Column: "—_� ft Cal. 3 Volumesgallons
Pump Intake: �ft
Purge Inforinati`on
Date Purged: —° Start: Finish:
Purge Rate:
Purging Method: "TotalVolume'Purged: (gallons/mis/L)
Sainvlina Information
Date Collected: 03 /3/ 20,2O Time Collected: _La_�( rpm)
Sampling Equipment Used: Ca55,"Ve- 0t- i5 v n Instrument ID: ,5135
Bottle Type Preservation Analysis Required
f© n7Z_ Yc l LIJA
Field Measurement Observations
Sample Temp (°C): Time (0 4 O Turbidity (ntu): Timer
Diss Oxy (mg/L): — Time: Fe 2+ mg/L• = Time:.
Specific Cond. (uS): Time: 1040 Res. Cl (mg/L)/(µg/L): Time:.
Sample pH (s.u.): _ (n , Time: 0 tf. U Odor: a' Time: _l U LtU
ReDox (mV): Time: Appearance: CI fan", Time: L a 14
ReDox (EH value):YSI ProPlus +200mV Other: Time:
GeneraV,Weather Observations: 1)bw 0 P D B In —64 J-e- 0-3/oC,
(sunn cloud /rainy) Ternp._60--(°F) Wind �1D (mph)
Sampler Signature: Date: 31 ra (7
Stabilization Test
Time
Purged
Temp.
C
(°)
Digs Oxy.
m
{ g/L)
Spec.
Cond.
(US)
Hsu
{ • •)
ReDox
{ V)
m
Turbidity
n (tu)
volume
removed
all
(g ons/mis/
Water
level (ft}
Other
Page 92 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2019
VPr l aJa
Page; 1 of
Document Number: F-CAR-FLD-001-rev.03
Issuing Authority: Pace Huntersville Quality
r�
t
Office .
Yield Data Sheet
r' -'�r�
Client: � 0 ��_ Location: C�� a l o T' p
Name and Affiliation (Sampler(s):_
Name and Affiliation (Inspector): N� �--
Well Information
Well FD: �� 0 Well Locked:
! `C _Project 0:.9?_0C, f k
field Data Sheet Review:
Date: �7�i1���"'d� By:
NO / Flushmount )
Well Diameter: .9, Construction: Steel/Stainless Steel)
Total Well Depth: Pao it Multi Factor*:�1"(Radius/1Z)2x3A4x7.48)
Static Water Level:_ ft Casing Volume: gallons
Height of Water Column: "= ft Cal. 3 Volumes: gallons
Pump Intake:
G r ed Z. l=
I
Purge Information
Date Purged: Start: Finish:_ --Purge hate:
Purging Method: Total Volume Purged: (gallons/mis/L)
S amvline Information
Date Collected: G� /3i/ 20 20 Time Collected:__ ; U17) (Opm)
Sampling Equipment Used: Pass,Ve c�Iztstrument ID:
Bottle Type Preservation Analysis Required
,/ L1
f /� V P'f !/ � S 1L1,�1 /1N" 4 L.mI� JLJ
Field Measurements/Observations
Sample Tetnp (°C): (0, `J Time: /05-0 Turbidity): „ „ Time:,
___._
Diss Oxy (,f g/L): ``r Time: Fe 2+ mg/L:
Specific Cond. (uS): 401 9 Time: Res. Cl (mg/L)/(µg/L): "` Time:.
Sample pH (s.u.): Time: 10 Odor: 5VIViaQCV5 Time:
ReDox (mV): Time: Appearance: Cl PAe%. Time:___ �O
ReDox (EH vaIue):YSI ProPlus +20omV � Other: - Time.
GeneraYWeather Observations: bD.b,i _014q TO �5
(sunny/ oud /rainy) Terrtp.)(°F) Wind S� (5 (mph)
Sampler Signature
Stabilization Test
3i1a
lo me
removed
'M
env
Page 93 of 103

Document Dame: Field data Sheet
'
Date Issued: March 8, 2019
Page: 1 off
��!r'Ifk7fyl�JC��
Issuing Authority: Pace Runtersville Quality.
Document plumber: F-CAR-FL.D-001-rev.03
Office .
Field Data Sheet
Client:, � v 0' Jo i_k! 1� Location: (f •f- e
Name and Affiliation (Sampler(s): -3 0 R-.c'e`.
Name and Affiliation (Inspector):
Well Information
Well ID: YAW— 10 L. .
Weil Diameter: '
Total Well Depth: 46 s 15 --it
Static Water Level: e ft
Height of Water Column: ft
I
Project #: .r7 ,;' yc yc �1� Qc.� L i= (I1 Q,; [I--
1d Data Sheet review: mac'
Date: v4labcda By: G-4F
Well Lacked: { YE.2A NO / Flushmount )
Construction:Steel/Stainless Steel)
Multi Factor*: �.-./ _ [ (Radius/12)2x 3.14 x 7.481
Casing Volume: gallons.
Cal. 3 Volumes: gallons
Pump Intake:
Purge Infohnatkon
Date Purged: / / . Start : Finish: Purge Rate:
Purging Method: �� Total Volume Purged: (gallons/mis/L)
Saianiine Information
Date Collected:O/-�/COG Time Collected: 0� {,/pm)
Sampling Equipment Used: Ca553`VP_ �"-�-�vgo a c lnstrument ID: _ V�C'T -3S L
Bottle Type Preservation Analysis Required
i r 50 fy,
a,
Time:
Diss Oxy (mg/L): Time: Fe 2+ mg/L: Time:
Specific Cond. (uS): Time:. Res. Cl (mg/L)/(µg/L): �Time:.
Sample pH (s.u.): y/ Time: i o5 Odor: HOn Time: ! 10S
ReDox (mV}; Time: Appearance: tiU Time:�°L
ReDox (EH value):YSI ProPlus +200mV Other: '7- Time-
General/Weather Observations: _1f �� I P— D a in cAl0
Sampler Signature
Stabilization Test
-ao
Temp.&(°F) Wind 't / (mph)
removed
Page 94 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2019
Page: i of(.
ce A W34kal'
Document Number: F-CAR-FLD-001-rev.03
Issuing Authority: Pace Huntersville Quality.
Office .
Field Data Sheet
Ck. ,r10-4e-
Name and Affiliation (Sampler(s): c'L
Name and Affiliation {Inspector): N9---
Well Informa+tiion
" v�
1
Field Data Sheet Review:
Date: 0410?/"Gx By: e;rf
Well ID: . )J�\ - Well Locked: ( YES / NO / lushmoun /
Well Diameter: - Construction:FSteeI/Stainless Steel)
Total Well Depth: 1la _ ft Multi Factor*; (,\-41 _� r(Radius/12)2x3.110.48)
Static Water Level: _1�.5 ft Casing Vo)ume: gallons
Height of Water Colurnn: ft Cal. 3 Volumes: gallons
Pump Intake: . ft
Purge Information
Date Purged: / / . Start: Finish: Purge Rate:
Purging Method: Total Volume Purged: � (gallons/mis/L)
SamvlinLr Information
Date Coliected:.0- . /-3 —il 202o Time Collected: I(am/61.
Sampling Equipment -Used: Co,5S`v0 trumentM:
Bottle 'Type Preservation Analysis Required
Field Meas_urements/ObsPeivations-
Sample'Terizp ('C)-:- °b Time: /,�45D- Turbidity (ntu). u Time:
Digs Oxy (zng/L): Time: Fe 2+ mg/L: Time:
Specific Cond. (uS): 07 . Time: _ Res. C! (mg/L)/(pg/L): �Time:.
Sample pH (s.u.): 3 Time: )a Odor:. _SvL4w.rrwn Time: _ ra
ReDox (mV): �` Time: __ � Appearance: Opl kv^� b- -Time, t,
ReDox (EH value):YSI ProPlus +200mV Other: Time: y
General/Weather Observations: (V,1ni - d)- Fb 3 I f`! . 112
Sampler Signature
Stabilization Test
(sunn c ouci /rainy) Temp.j�q(L(°F) Wind 2LIO (mplt)
.3
removed
Met
�
Page 95 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2019
Car'lrk3fyfrsal�
Page: 1 of(.
Document [dumber: F-CAR-FLD-OOI•revA3
Ism ing Authority: Pace Huntersville Quality
_
Office .
Field Data Sheet
Client: 0Scr4�_ Location: C w+ 4el Yt% " Pxoject#: F_0 a rk j L
Name and Affiliation (Sampler(s): -��C� Pc.c'�L Field Data Sheet Review:
Name and Affiliation (Inspector): �,q f
Date: 0 q 10 ��X i3y;
Well Information
Well lD: t .i " �oZ%_... Well Lacked: ((YES, NO / Flushmaunt) '
Well Diameter: Y Construction: Steel/Stainless Steel)
Total Well Depth: L1' ft
Static Water Level: ( r it
Height of Water Column: ft
Purge Informatton
Multi Factor*. 0)., /G 3 _ r(Radius/ 12)2 x 3.14 x 7.48]
Casing Volume: gallons.
Cal. 3 Volumes: gallons
Pump Intake: — ft
Date Purged: �/ Start: Finish:" Purge Rate:
Purging Method:_ �"�� Tot alVolume'Pwged: (gallons/mis/L)
Sainnline Information
Date Collected:_// 20 Time Collected: (am
Sampling tgWpmentUsed. f'o,5S'V �)&20,?�InstrumentID:— V5T
Bottle Type Preservation Analysis Required
C. rnZ_ Y61Z r Ca
Field Measoreinents/Observations
r
Sample Teinp (aCI: i% • Time: (47 Turbidity (ntu): Time::
Dias Oxy (rng/L): Time: Fe 2+ mg/L: Time:.
Specific Cond. (uS): Gut4 Time: Res. Cl (mg/Ly(µg/L): �Time:.
Sample pH (s.u.): off• Time: , (� Odor:Time:—
ReDox (m.V): Time: Appearance: fgQ rye Sc f-� Time. } i
ReDox (EH value):YSI ProPlus +200mV �. Other: 7— Time:
General/Weather Observations: - 2 P�. J /1 e,� a,� ),2, .
(surin cloud /rainy) Ternp.—GO—(°F) Wind S l b_(mph)
r II
Sampler Signature: ate:, T 1_,i
Stabilization Test
removed
MUM 00 Ono on.
M
Page 96 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2019
I a e : 1 of I
ce�fjftid'
issuing Authority: Pace Huntarsvilie Quality
Document [�1umb8r: F-CAR-FLD-001-rev.03
Office
Field Data Sheet
Name and Affiliation (Sampler(s): -��C�,-3) 3- 01 CC
Name and Affiliation (Inspector): IV4 Well Information
Well ID: W `- CUB Well Locked:
Well Diameter: Construction:
Total Well Depth: 39. ft
Static Water Level: 5.39 ft
Height of Water Column: �� ft
Project #: k Jz,) L t� N1 r c t--
Data Sheet Review: ` o,
Date: 041061, 00�6 By: C
NO / Flushmount )
Stainless Steel)
Multi Factor;_ [ (Radius/12)2 x s.14 0.4s1
Casing Volume: gallons
Cal. 3 Volumes: gallons
Pump Intake: — . It
A
Purge Infaiisnation
Date Purge<: Start: Finish: Purge Rate:_ �.
i'urging Method: `y Total Volume Puxged: � (gallons/mis/L)
Sampling Information
Date Collected: 03 /;3i/ �20,20 Time Collected: I , Cl � (am/0
Sampling Equipment Used: CN SS Ve �),-JLPo o I&, Gz Instrument ID: V.S 3.5 h., _
Bottle Type % Preservation Analysis Required
/
Field Measurements/Obseffrvatians
Sample Temp (°C): SFJ L2 Time: i�v0 'Turbidity (ntu). Time:
Diss Oxy (mg/L):_ �� _ Time: Fe 2+ mg/L: Time:
Specific Cond. (uS): 4r-4- Time j 305' Res. Cl (rng/L)/(µg/L): �Tirne:.
Sample pH (s.u.): Time: 1 ?Lk`J . Odor: . _ _ 5�1 .-6 Time: 1 �0
ReDox (mv): Time: Appearance: _ . ��� �. T1me: 230 5
ReDox (EH value):YSI ProPlus +200mv Other: Time, /
GeneraVWeather Observations: _ P%Q 6_ _� nr 17,rTl �1© 20
-.(sunny/(loud/rainy) Temp. 5;-?�ff Windy Zb (mph)
Sampler Signature
Stabilization Test
��
ii •
...�
si .
..removed
M
Met-
Mom -
WNW W
Page 97 of 103

Document Name: Field data Sheet
Date Issued: March B, 2019
aCeAna1j4&al'
Page: 1 of
Document Number: F-CAR-Fi.D-001-rev.09
Issuing Authority: Pace Huntersville Quality,
Office .
Nield Data Sheet
_Location: � 0 4e . /ti p. Ptoject k: Lj� _ A (61- t't� r j� 12,-) 4
Name and Affiliation Go ��
Field Data 5heetReview:
Name and Affiliation (Inspector): AjP
Well Information
Date: e�10 O�'`' BY:
Well ID: Al` - 1
Well Locked: (. -/-1 04--F Ant) # 31311'zo
Well Diameter: "`
Construction: (e 1)
3�312-
Total Well Depth: -�� -it
Multi Factor'`: r(Radius/12)2x3.14x 7.4Bj
Static Water Level: -it
Casing Volume: "'� gallons.
Height of Water Colun=ul � ft
Cal. 3 Volumes: gallons
Pump Intake: ft
Purge Inforinatt_'on
Date Purged: Start:
�' Finish. Purge hate:
Purging Method:
Total Volume Purged: (gallons/mis/L)
Sampling Information
Date Collected: L � .. /_3�// ZO&' Time Collected: Z n (am/
Sampling Equipment Used: jristrurrtent ID: 51
Bottle Type Preservation Analysis Required
Field Measurements/Observations
Sample Temp ['Q: Time: �� I t Turbidit rL(ntui: Time: ,
Digs Oxy (mg/L): Time: ` Fe 2 r mg/L: Time:
Specific Cond. (6): ( Time: (1� Res. C1(mg/L)/(µg/L): = Time:.
Sample pH (s.u.): . %), Time: 1R 1 Odor:__ Nr N Time: ja ?
ReDox (rnV): Time: Appearance: e Time:_. I a l
ReDox (EH value):YSI ProPlus +200mv Other: Time. �`---
General/Weather Observations: 7 - -
Wind 5Sb 10 (mph)
Sampler Sign
S tdbllizatimi
•
•
.++
..
i+
..removed
— Page 98 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2019
Page: 1 I
aceAna11feai"
of
Document Numbkr: F-CAR-FLD-001-rev.03
issuing Authority: Pace Huntersvitle Quality
_.
f
Office .
Field Data Sheet
Client: _Location: (� I-,,U, 10--4f . A) c- Project #:-"
Name and Affiliation Sam ler s : , ,� �� 5 � C' ( p (} � _ �� y� � Field Data Sheet Review:
Name and Affiliation (inspector):
Well Information Date:
Well ID: — nJ-1- -7 Well Locked: (.v O44kW o4int )
Well Diameter:
Total Well Depth:
Static Water Level: ft
Height of Water Column: ``� ft
Construction: ( ee steel)
Multi Factor*: [(Radius/12)20.14 k 7.481.
Casing Volume: gallons
Cal. 3 Volumes: gallons
Pump Intake: It
_Purge Information
Date Purged: / :/ Start: ' Finish: - Purge Rate:_
By: C�
Purging Method: Total Volume Purged: (gallons/mis/L)
Sainvlin¢ Information
Date Collected: � . _/.5! Time Collected:. 1 i q5- ai2 }/pm)
Sampling Equipment Used: instrument ID:
Bottle Type Preservation Analysis Required
�c,
Field Measurements/Observations
Sample Temp (0Q: ) I Time: E i `> Turbidi!y Lr tu): Time,:
Diss Oxy (mg/L): Time: Fe 2-r mg/L: Tune:
Specific Cond. (uS): Time: 7 Res. Cl (mg/L)/(leg/L): Time:. _ --
Samole pH (s-u.): %, Time: ! I 5 Odor: )'a A' Tizzee:
ReDox (mV): `^ Time: Appearance: _tyavl back,, 4 ,,Time: ) 4
ReDox (EH vaIue):YSI ProPlus f200mV Other: Time:
General/Weather Observations: /U-F - Z
(sunny Aoud�/rainy) Temp._ (OF) Wind �2( (mph)
Sampler Signature
Stabilization Test
/ •
ri • "•
M
Me.
NO M
— Page 99 of 103
f

Document Name: Field data Sheet
Date Issued: Much 8, 2014
SC@Al7AfjfEafL
Page: 1 of!
Document [dumber. F-CAR-FLU-001-rev.03
Issuing Authority: Pace Huntersville Quality.
1.
i
office
Field Data Sheet
Name and Affiliation (Sanpler(s):-,QU_- �5 ` u,?-C
Name and Affiliation (Inspector): ,V P
Well Inforrnati6n
Well ID: SL --.I
Well Diameter:
Total Well Depth: �~
Static Water Level: it
Height of Water Column _=ft
Well Locked:
1
l�1 Project 0: riti )�j
Field Data Sheet Review: `
Date: Qq ! 0 01 xv By: fi
( t) ,
Construction: WVCtfte
Multi Factor*:_:" r(Radius/12)2 x 5.14 x 7.48).
Casing Volume: f`� gallons.
CaI.3 Volurnes: gallons
Pump Intake: ft j
Piurge Information
Date Purged: `--'- / :/ . Start: '7— Finish Purge hate:
Purging Method: Total Volume Purged: -- (galIons/nds/L)
Sainvline Information
Date Collected: 03 /-L/ / Z'Z�y Time Collected: [ 0 (am
Sampling Equipment Used: Instrument ID: y
Bottle Type/ Preservadin Analysis Required
Field Measurements/Observations 1 ��
SarnpleTe1hP(0C): Time:._..._L aQ.. Turbidity(ntu): Time:
Diss Oxy (mg/L): "`— Time: ` Fe 2+ mg/L: Time:
Specific Cond. (uS): 3.3 2, d Time: O Res. Cl (mg/L)/(µg/L): Time:. Sample pH (s.u.): Time: Odor: Time: PAO
ReDox (mV): ^� Time, Appearance: _- �I�ltv� . Time: ;1a D
ReDox (EH value):YSI ProPlus +200mV Other: Time:
General/Weather Observations:
Sampler Signature
Stabilization Test
a (°F) Wind Lid its (mph)
-6 l'�;I /du
10 me
Page 100 of 103

'� CeArialyFleay
Document Dame: Field data Sheet
Date Issued: March 8, 2014
Page: I of
Document Number: F-CAR-FLD-001-rev.03
Issuing Authority: Pace Huntersville Quality.
Office .
Name and Affiliation (Sampler(s)
Name and Affiliation (Inspector):
Well Information
Well ID: 5 G " Z
Well Diameter.
Total Well Depth; �� ft
Static Water Level: ft
Height of Water Column: ft
Purge Inforiation
Field Data Sheet
Well Locked: ( YE -/-N0 -9u utt )
Construction: (P ess-Ste@l)
Multi Factor": -- r(Radius/12)2x3.14x7:431.
Casing Volume: gallons
Cal. 3 Volumes; gallons
Pump Intake: ft
bate Purged: Start: Finish: Purge Rate:
Purging Method: otal Volume Purged: (gaIIons/mis/L).
Sainvlina Information
Date Collected: .0 3.. /51 / 2e,&' Time Collected: (am/
Sampling Equipment Used:_ . C! j{?7 Instrument ID: — Ak-5 1
Bottle Typed� / Preservation Analysis Required
Field Measuretnerits Obslerytions
Sarnple Temp (0Q: iG [J Time: [33 D Turbidity (ntu): Time:
Digs Oxy (rng/L): 7 ' Time: Fe 2t mg/L: = �Time
Specific Corid. (US): Time: [;3 D Res. Cl (mg/L)/(µg/L): �Tirtte:.
Sample pH (s.u.): Time: 1:33'0 Odor: NdnQ � Time: ` 1,
ReDox (mV): Time: Appearance: f, Time: Z7
ReDox (EH value):YSI ProPlus +200rnV Other: Time:
General/Weather Observations:
(sunny/ oud /rainy) Temp._bP_(°F) Wind 5�(c� (mph)
Sampler Signature
Stabilization Test
- M-M
removed
M
me,
�M�==Mm
-. i.
mm
Page 101 of 103

z
ceAnafiheai
r
Document Name: Field data Sheet
Date Issued: March 8, 2019
[� : 1 of!
Document [Number: F-CAR-FLD-001-rev.03
issuing Authority: Pace Huntersville Quality.
Office .
Field Data Sh et '
Name and Affiliation (Sampler(s)r " �iu C
Name and Affiliation (Inspector): vet%
Well Information
Well ID: 5 T--
Well Diameter:
Total Well Depth: ---- `~ ft
Static Water Level: ft
Height of Water Column: ft
L Ptoject #:4
:Id Data Sheet Review:
Date: qq 1640?0 By:
Well Locked: (.. t )
Construction: ( ee 1)
Multi Factor*; r(Radius/12)2x3A X 7.49].
Casing Volume: - gallons.
CaI.3 Volumes: gallons
Pump Intake: ft
Purge Information
Date Purged: / / Start:--- Finish Purge Rate:
'Purging Method: Total Volume'Purged: (gallons/mis/L)
Sampling Information
Date Collected: 0A. /31 Time Collected: Dm)
Sampling Equipment Used: c) �` Instrument ID:_ / 5 '3516
—V... _
Bottle 'Typed Preservation Analysis Required
Field Measurements/Obsery to ions
Sam le Teu1 °C : ) �j Time: 02 n Turbidi ntu : Time:
Digs Oxy (rng/L): "" Time: Fe 2+ mg/L: �� Timer
Specific Cond. (uS): 3 11 ` Time:. 0 9 3y Res. Cl (mg/L)/(jg/L): Time:.
Sample pH (s.u.): Time: 05 30
ReDox (mV): Time: Appearance: 1„Lbv Time: 0 cJ 3 0
ReDox (EH value):YSI ProPlus +200mV Other: Time: -
General/ Veather Observations:_ — 1
(sunny/ oud /rainy) Temp. (°F) Windt [ (mph)
Sampler Signature: Q, Date: 3
Stabilization Test
Tolume
Page 102 of 103

Document Name: Field data Sheet
Date Issued: March 8, 2014
aCer Afj eal y
Page: 1 of i
Document Numbkr: F-CAR-FLD-001-rev.03
Issuing Authority: Pace Huntersville Quality,
1d
Office .
Field Data Sheet
Name and Affiliation C
Name and Affiliation (Inspector): 82 �4
Well Information
Well tD. . ST_: 3_-__ _
Well Diameter:
Total Well Depth:
Static Water Level: `~ ft
Height of Water Column ft
Well Locked:
J1J c_ Project #: n per, rW_ _Y, rit-
Field Data Sheet Review:
Date: 0gtP H,,o By.. e,F
Construction: (Pie// / a ess-5W)
Multi Factor*: .r [*]Radius/12)2x 3.14 x 7.48].
Casing Volume: - — gallons
Cal. 3 Volumes: - --, gallons
Pump intake: #t
Purge Information
Date Purged: / / Start: Finish: Purge Rate:
Purging Method: Total Volume Purged: (gaIlons/mis/L)
Sainnlina Information
Date Collected: O 3 /51 / 2020 Time Collected:
d /a"1-V
Sampling Equipment Used: Instrument ID: {f5r s i 6
Bottle Type � reservation Analysis Required
- yo. rn L k f/o 4 /f (f S�66
Field Measurements/Observations
Sample Temp (°C): ) Time: 1 Turbidity (ntu): Time,
Dias Oxy (mg/L): Time: Fe 2+ mg/L: Timer
Specific Cond. (6): Time: `[ t 5_ Res. Cl (mg/L)/(µg/L): Time:.
Sample pH (s.u.): 7 �` Time: 0 15 Odor: )40__ t, Time: C-
ReDox (mV): ' Time: Appearance: (A-e1111 Time: 021,5
ReDox (EH value):YSI ProPlus +200mV Other: Time:
General/Weather Observations: S �L-- 3
(sunn cloud /rainy) Temp._�D_(°F) Winc[42f2lr� (mph)
Sampler Signature
Stabilization Test
3
Time
Purged
Temp.
(°C)
Diss Oxy.
(mg/L)
Spec'
on .
PH (s.u.)
ReDox
(mV)
Turbidity
(ntu)
Volume
removed
(gallons/mis/
Water
level (ft)
Other
.5qo °
I
f
JI
r
—Page 103 of 103

Inspection
LEI Systems
and Testing
Presented To
Renassaince Park
For
Clubhouse
1525 W.Tyvola Rd.
Charlotte NC 28210
USA
Certificate
Completed
Tuesday, April 14, 2020
ACCEPTED BY
Amy Kenwell
Renassaince Park
1525 W.Tyvola Rd.
Charlotte NC 28210
USA
Test Session: 4/14/20
TESTED BY
Inspection Tech 1
LEI Systems
2610 Oakview Rd SW
Concord NC 28027
USA

Inspection Summary
PROPERTY
ADDRESS
CITY/STATE/ZIP
COUNTRY
COMPANY
ADDRESS
CITY/STATE/ZIP
COUNTRY
NAME
Inspection Tech 1
Clubhouse
CONTACT
Amy Kenwell
1525 W.Tyvola Rd.
PHONE
[phone]
Charlotte, NC 28210
MOBILE
USA
EMAIL
[e-mail]
LEI Systems
CONTACT
2610 Oakview Rd SW
PHONE
Concord, NC 28027
MOBILE
USA
EMAIL
INITIALS QUALIFICATION AND
PROFICIENCIES
IT1
Inspection Tech 1
[e-mail]
Fire Control Panel
3
3(100 %)
3(100 %)
0(0 %)
Power Supplies
6
6(100 %)
6(100 %)
0(0 %)
Alarm Notification Appliance
1
1(100 %)
1(100 %)
0(0 %)
Supervising Station Transmitting Equipment
1
1(100 %)
1(100 %)
0(0 %)
[Other]
19
19(100 %)
19(100 %)
0(0 %)
The equipment specified herein was inspected and tested according to the NFPA 72 standard for fire alarm and signaling systems, with the inspection
completed on Tuesday, April 14, 2020
ACCEPTED BY
TESTED BY L VG VI Za r 0—V ] C
4/14/2020
4/14/2020 Inspection Tech 1
Amy Kenwell Technician
LEI Systems
Page 2 of 8

System Details
MANUFACTURER
Silent night
DESCRIPTION FACP in Office -Front Lobby
MODEL
SK-2
S/W VERSION
SERIAL NUMBER
LAST UPDATE
INSTALL DATE
4/24/2010
S/W LOCATION
MANUFACTURER
Wheelock
DESCRIPTION Control panel Voice
MODEL
SP40S
S/W VERSION
SERIAL NUMBER
LAST UPDATE
INSTALL DATE
4/24/2010
S/W LOCATION
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery FACP
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
7
STANDBY HOURS
24
ALARM MINUTES
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery FACP
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
7
STANDBY HOURS
24
ALARM MINUTES
0
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery voice evacuate
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
12
STANDBY HOURS
24
ALARM MINUTES
0
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery voice evacuate
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
12
STANDBY HOURS
24
ALARM MINUTES
0
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery Power supply
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
7
STANDBY HOURS
24
ALARM MINUTES
0
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery Power supply
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
7
STANDBY HOURS
24
LEI Systems
Page 3 of 8

ALARM MINUTES 0
BATTERY LOCATION FACP
TYPE
MANUFACTURER
MODEL
SERIAL NUMBER
MONITORING ORGANIZATION
MONITORING ORGANIZATION
PHONE
MONITORING ORGANIZATION
EMAIL
MONITORING ORGANIZATION
ACCOUNT NUMBER
MONITORING PHONE LINE 1
MONITORING PHONE LINE 2
MONITORING RETRANSMISSION
ENTITY
CHARGER VOLTAGE
Digital Alarm Communicator
INSTALL DATE 4/24/2010
Transmitter
Honeywell
TEST START 4/14/2020
IPGSM-4G
TEST COMPLETE 4/14/2020
Time to Transmit to Supervising Station
ALARM SIGNAL
ALARM RESTORE
TROUBLE SIGNAL
TROUBLE RESTORE
SUPERVISORY SIGNAL
SUPERVISORY RESTORE
LEI Systems
Page 4 of 8

Testing Details
Fire Alarm Panel 19815876 FACP in Office -Front Lobby Manual 4/14/2020 7:07 AM
Fire Alarm Panel 19815872 Control panel Voice Manual 4/14/2020 7:07 AM
NAC Power Extender Panel 19815873 Power supply Manual 4/14/2020 7:07 AM
EQUIPMENTDD'
•
•D
Battery - Sealed Lead -acid
19815875
Battery FACP
Manual
4/14/2020 7:07 AM
Battery - Sealed Lead -acid
19815874
Battery FACP
Manual
4/14/2020 7:07 AM
Battery - Sealed Lead -acid
00787333
Battery voice evacuate
Manual
4/14/2020 7:07 AM
Battery - Sealed Lead -acid
00787334
Battery voice evacuate
Manual
4/14/2020 7:07 AM
Battery - Sealed Lead -acid
00282891
Battery Power supply
Manual
4/14/2020 7:07 AM
Battery - Sealed Lead -acid
00282890
Battery Power supply
Manual
4/14/2020 7:08 AM
Alarm Notification Appliance
y.
'• 11111111
EQUIPMENTDD-
•
•D
Audible And Visible
00851365
Speakers Strobes
Manual
4/14/2020 7:08 AM
Digital Alarm Communicator Transmitter
00851367
Communicator
Manual
4/14/2020 7:08 AM
EQUIPMENTDD-
•
•D
Other
19815893
Gas detector by concession area right wall
Manual
4/14/2020 7:08 AM
00851360
Gas detector in concession area by kitchen
Manual
4/14/2020 7:08 AM
door
00851343
Gas detector in kitchen right wall above sink
Manual
4/14/2020 7:08 AM
00851364
Gas detector sales area left wall
Manual
4/14/2020 7:08 AM
00851354
Gas detector boardroom
Manual
4/14/2020 7:08 AM
00851342
Gas Detector hallway sales area by restrooms
Manual
4/14/2020 7:08 AM
00851363
Gas detector sales counter
Manual
4/14/2020 7:08 AM
00851362
Gas detector men's restroom
Manual
4/14/2020 7:08 AM
00851361
Gas detector women's restroom
Manual
4/14/2020 7:08 AM
00851355
Gas detector by control panel
Manual
4/14/2020 7:08 AM
00851348
Gas detector lobby high
Manual
4/14/2020 7:08 AM
LEI Systems
Page 5 of 8

Other
Other
Other
Other
Other
Other
Other
Other
00851359
Gas Detector basement by Stairs
Manual
00851358
Gas Detector Basement Left Golf Car Room
Manual
00851357
Gas Detector Basement Left Golf Car Room
Manual
Left wall high
00851344
Gas Detector Basement Mechanical room
Manual
00851356
Gas Detector Basement Back Left corner
Manual
00851345
Gas Detector Basement by roll up Door on the
Manual
ceiling
00851346
Gas Detector Basement by roll up Door on the
Manual
wall
00851347
Gas Detector Basement in Office -Break Room
Manual
4/14/2020 7:08 AM
4/14/2020 7:08 AM
4/14/2020 7:08 AM
4/14/2020 7:08 AM
4/14/2020 7:08 AM
4/14/2020 7:08 AM
4/14/2020 7:08 AM
4/14/2020 7:08 AM
LEI Systems
Page 6 of 8

Device/Equipment Details
19815876 FACP in Office -Front Lobby Silent night SK-2 4/24/2010
19815872 Control panel Voice Wheelock SP40S 4/24/2010
NAC Power ExtenderPanel19815873 Power supply Altronix AL-1002 4/24/2010
19815875
Battery
FACP
Power sonic
4/24/2010
19815874
Battery
FACP
Power sonic
4/24/2010
00787333
Battery
voice evacuate
Power sonic
4/24/2010
00787334
Battery
voice evacuate
Power sonic
4/24/2010
00282891
Battery
Power supply
Power sonic
4/24/2014
00282890
Battery
Power supply
Power sonic
4/24/2014
00851365 Speakers Strobes 4/24/2010
00851367 Communicator Honeywell IPGSM-4G 4/24/2010
00851360
Gas detector in concession area by
GD-2A
4/24/2010
kitchen door
00851343
Gas detector in kitchen right wall above
3M
GD-2A
4/24/2010
sink
00851354
Gas detector boardroom
3M
GD-2A
4/24/2010
00851342
Gas Detector hallway sales area by
3M
GD-2A
4/24/2010
restrooms
00851363
Gas detector sales counter
3M
GD-2A
4/24/2010
00851362
Gas detector men's restroom
3M
GD-2A
4/24/2010
00851361
Gas detector women's restroom
3M
GD-2A
4/24/2010
00851355
Gas detector by control panel
3M
GD-2A
4/24/2010
00851348
Gas detector lobby high
3M
GD-2A
4/24/2010
00851364
Gas detector sales area left wall
3M
GD-2A
4/24/2015
19815893
Gas detector by concession area right
GD-2A
4/24/2010
wall
00851359
Gas Detector basement by Stairs
4/27/2018
LEI Systems
Page 7 of 8

00851358
00851357
00851344
00851356
00851345
00851346
00851347
Gas Detector Basement Left Golf Car 4/27/2018
Room
Gas Detector Basement Left Golf Car 4/27/2018
Room Left wall high
Gas Detector Basement Mechanical room 4/27/2018
Gas Detector Basement Back Left corner 4/27/2018
Gas Detector Basement by roll up Door 4/27/2018
on the ceiling
Gas Detector Basement by roll up Door 4/27/2018
on the wall
Gas Detector Basement in Office -Break 4/27/2018
Room
LEI Systems
Page 8 of 8

Inspection
LEI Systems
and Testing
Presented To
Renassaince Park
For
Con. Stand
1525 W.Tyvola Rd.
Charlotte NC 28210
USA
Certificate
Completed
Tuesday, April 14, 2020
ACCEPTED BY
Amy Kenwell
Renassaince Park
1525 W.Tyvola Rd.
Charlotte NC 28210
USA
Test Session: 4/9/20
TESTED BY
Inspection Tech 1
LEI Systems
2610 Oakview Rd SW
Concord NC 28027
USA

Inspection Summary
PROPERTY
ADDRESS
CITY/STATE/ZIP
COUNTRY
COMPANY
ADDRESS
CITY/STATE/ZIP
COUNTRY
NAME
Inspection Tech 1
Con. Stand
CONTACT
Amy Kenwell
1525 W.Tyvola Rd.
PHONE
[phone]
Charlotte, NC 28210
MOBILE
USA
EMAIL
[e-mail]
LEI Systems
CONTACT
2610 Oakview Rd SW
PHONE
Concord, NC 28027
MOBILE
USA
EMAIL
INITIALS QUALIFICATION AND
PROFICIENCIES
IT1
Inspection Tech 1
[e-mail]
Fire Control Panel
2
2(100 %)
2(100 %)
0(0 %)
Power Supplies
4
4(100 %)
4(100 %)
0(0 %)
Alarm Notification Appliance
9
9(100 %)
9(100 %)
0(0 %)
Supervising Station Transmitting Equipment
1
1(100 %)
1(100 %)
0(0 %)
The equipment specified herein was inspected and tested according to the NFPA 72 standard for fire alarm and signaling systems, with the inspection
completed on Tuesday, April 14, 2020
ACCEPTED BY
TESTED BY u ah roUiC
4/14/2020
4/14/2020 Inspection Tech 1
Amy Kenwell Technician
LEI Systems
Page 2 of 6

System Details
MANUFACTURER
Silent night
DESCRIPTION Control panel
MODEL
SK-2
S/W VERSION
SERIAL NUMBER
LAST UPDATE
INSTALL DATE
4/24/2010
S/W LOCATION
MANUFACTURER
Wheelock
DESCRIPTION Control panel Voice
MODEL
SP40S
S/W VERSION
SERIAL NUMBER
LAST UPDATE
INSTALL DATE
4/24/2010
S/W LOCATION
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery FACP
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
7
STANDBY HOURS
24
ALARM MINUTES
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery FACP
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
7
STANDBY HOURS
24
ALARM MINUTES
0
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery voice evacuate
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
12
STANDBY HOURS
24
ALARM MINUTES
0
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
Battery - Sealed Lead -Acid
DESCRIPTION
Battery voice evacuate
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
12
STANDBY HOURS
24
ALARM MINUTES
0
CHARGER VOLTAGE
BATTERY LOCATION
FACP
TYPE
MANUFACTURER
MODEL
SERIAL NUMBER
MONITORING ORGANIZATION
MONITORING ORGANIZATION
Digital Alarm Communicator
Transmitter
Firewatch
411UD
INSTALL DATE 4/24/2010
TEST START 4/9/2020
TEST COMPLETE 4/14/2020
Time to Transmit to Supervising Station
ALARM SIGNAL
ALARM RESTORE
LEI Systems
Page 3 of 6

PHONE
MONITORING ORGANIZATION
EMAIL
MONITORING ORGANIZATION
ACCOUNT NUMBER
MONITORING PHONE LINE 1
MONITORING PHONE LINE 2
MONITORING RETRANSMISSION
ENTITY
TROUBLE SIGNAL
TROUBLE RESTORE
SUPERVISORY SIGNAL
SUPERVISORY RESTORE
LEI Systems
Page 4 of 6

Testing Details
Fire Alarm Panel
19815945
Control panel
Scan
4/9/2020 10:18 AM
Fire Alarm Panel
19815941
Control panel Voice
Scan
4/9/2020 10:18 AM
Power Supplies
9.
'• 11111111
EQUIPMENT TYPE
ADDRESS
DESCRIPTION
METHOD
DATE/TIME
Battery - Sealed Lead -acid
00275256
Battery FACP
Scan
4/9/2020 10:18 AM
Battery - Sealed Lead -acid
00275255
Battery FACP
Scan
4/9/2020 10:18 AM
Battery - Sealed Lead -acid
01325652
Battery voice evacuate
Scan
4/9/2020 10:20 AM
Battery - Sealed Lead -acid
01325653
Battery voice evacuate
Scan
4/9/2020 10:20 AM
Alarm Notification Appliance
W.
'•
EQUIPMENTDD-
•
•D
Audible And Visible
00851338
Speaker strobe
Scan
4/9/2020 10:18 AM
Other
00282894
Gas detector by FACP
Scan
4/9/2020 10:21 AM
00282895
Gas detector storage by concession behind
Scan
4/9/2020 10:30 AM
RTU
00851339
Gas detector concession area by Entry Door
Scan
4/9/2020 10:31 AM
00282897
Gas detector on Stairs to 2nd.
Scan
4/9/2020 10:32 AM
00282898
Gas detector water -heater in room by women's Scan
4/9/2020 10:38 AM
restroom
00851340
Gas detector men's restroom
Scan
4/9/2020 10:40 AM
01325663
Gas detector women's restroom
Scan
4/9/2020 10:41 AM
00282896
Gas detector concession area by ice
Manual
4/9/2020 10:45 AM
Supervising Station Transmitting
9.
Equipment
'• 11111111
EQUIPMENT TYPE
ADDRESS
DESCRIPTION
METHOD
DATE/TIME
Digital Alarm Communicator Transmitter
19815942
Communicator
Scan
4/9/2020 10:20 AM
LEI Systems
Page 5 of 6

Device/Equipment Details
19815945 Control panel Silent night SK-2 4/24/2010
19815941 Control panel Voice Wheelock SP40S 4/24/2010
SealedBattery -
.• •
00275256
Battery FACP
Power sonic
4/24/2010
00275255
Battery FACP
Power sonic
4/24/2010
01325652
Battery voice evacuate
Power sonic
4/24/2010
01325653
Battery voice evacuate
Power sonic
4/24/2010
00851339
Gas detector concession area by Entry
Door
3M
GD-2A
4/24/2010
00282895
Gas detector storage by concession
behind RTU
3M
GD-2A
4/24/2010
01325663
Gas detector women's restroom
3M
GD-2A
4/24/2010
00851340
Gas detector men's restroom
3M
GD-2A
4/24/2010
00282898
Gas detector water -heater in room by
women's restroom
3M
GD-2A
4/24/2010
00282896
Gas detector concession area by ice
3M
GD-2A
4/24/2015
00282897
Gas detector on Stairs to 2nd.
3M
GD-2A
4/24/2015
Audible
00851338
Speaker strobe
4/24/2010
00282894
Gas detector by FACP
3M
GD-2A
4/24/2010
19815942
Communicator
Firewatch 411 UD
4/24/2010
LEI Systems
Page 6 of 6

Inspection
LEI Systems
and Testing
Presented To
Renassaince Park
For
Certificate
Maint Shed
1525 W.Tyvola Rd. Charlotte NC 28210 USA
Completed
Tuesday, April 14, 2020
Test Session: 4/14/20
ACCEPTED BY TESTED BY
Amy Kenwell Inspection Tech 1
Renassaince Park LEI Systems
1525 W.Tyvola Rd. Charlotte NC 28210 2610 Oakview Rd SW Concord NC
USA 28027 USA

Inspection Summary
PROPERTY
Maint Shed
CONTACT
Amy Kenwell
ADDRESS
1525 W.Tyvola Rd.
PHONE
[phone]
CITY/STATE/ZIP
Charlotte, NC 28210
MOBILE
COUNTRY
USA
EMAIL
[e-mail]
COMPANY LEI Systems CONTACT Inspection Tech 1
ADDRESS 2610 Oakview Rd SW PHONE
CITY/STATE/ZIP Concord, NC 28027 MOBILE
COUNTRY USA EMAIL [e-mail]
NAME INITIALS QUALIFICATION AND PROFICIENCIES
Inspection Tech 1 IT1
Fire Control Panel
3
3(100 %)
3(100 %)
0(0 %)
Power Supplies
6
6(100 %)
6(100 %)
0(0 %)
Alarm Notification Appliance
1
1(100 %)
1(100 %)
0(0 %)
Supervising Station Transmitting Equipment
1
1(100 %)
1(100 %)
0(0 %)
[Other]
7
7(100 %)
7(100 %)
0(0 %)
The equipment specified herein was inspected and tested according to the NFPA 72 standard for fire alarm and signaling systems, with the inspection
completed on Tuesday, April 14, 2020
F_ V
ACCEPTED BY TESTED BY TV r'yi "4zcAr
4/14/2020 4/14/2020
Amy Kenwell
Inspection Tech 1
Technician
LEI Systems 2

System Details
MANUFACTURER
Silent night
DESCRIPTION Control panel 2nd floor in Office
MODEL
SK-2
S/W VERSION
SERIAL NUMBER
LAST UPDATE
INSTALL DATE
4/24/2010
S/W LOCATION
MANUFACTURER
Wheelock
DESCRIPTION Control panel Voice
MODEL
SP40S
S/W VERSION
SERIAL NUMBER
LAST UPDATE
INSTALL DATE
4/24/2010
S/W LOCATION
TYPE
Battery -
Sealed Lead -Acid
DESCRIPTION
Battery FACP in Communicator Panel
NOMINAL VOLTAGE
12
AMP HOURS
7
LOAD VOLTAGE
STANDBY HOURS
24
ALARM MINUTES
BATTERY LOCATION
FACP
CHARGER VOLTAGE
TYPE
Battery -
Sealed Lead -Acid
DESCRIPTION
Battery FACP in Communicator Panel
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
7
STANDBY HOURS
24
ALARM MINUTES
0
BATTERY LOCATION
FACP
CHARGER VOLTAGE
TYPE
Battery -
Sealed Lead -Acid
DESCRIPTION
Battery power supply
NOMINAL VOLTAGE
12
AMP HOURS
12
LOAD VOLTAGE
STANDBY HOURS
24
ALARM MINUTES
0
BATTERY LOCATION
FACP
CHARGER VOLTAGE
TYPE
Battery -
Sealed Lead -Acid
DESCRIPTION
Battery power supply
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
12
ALARM MINUTES
0
STANDBY HOURS
24
BATTERY LOCATION
FACP
CHARGER VOLTAGE
TYPE
Battery -
Sealed Lead -Acid
DESCRIPTION
Battery voice evacuate
NOMINAL VOLTAGE
12
LOAD VOLTAGE
AMP HOURS
12
STANDBY HOURS
24
ALARM MINUTES
0
BATTERY LOCATION
FACP
CHARGER VOLTAGE
TYPE
Battery -
Sealed Lead -Acid
DESCRIPTION
Battery voice evacuate
NOMINAL VOLTAGE
12
AMP HOURS
12
LOAD VOLTAGE
ALARM MINUTES
0
STANDBY HOURS
24
BATTERY LOCATION
FACP
CHARGER VOLTAGE
TYPE
MANUFACTURER
MODEL
SERIAL NUMBER
MONITORING ORGANIZATION
MONITORING ORGANIZATION
PHONE
Digital Alarm Communicator
Transmitter
INSTALL DATE 4/24/2010
Firewatch
TEST START 4/14/2020
411 LID
TEST COMPLETE 4/14/2020
Time to Transmit to Supervising Station
ALARM SIGNAL
ALARM RESTORE
LEI Systems 3

MONITORING ORGANIZATION
EMAIL
MONITORING ORGANIZATION
ACCOUNT NUMBER
MONITORING PHONE LINE 1
MONITORING PHONE LINE 2
MONITORING RETRANSMISSION
ENTITY
TROUBLE SIGNAL
TROUBLE RESTORE
SUPERVISORY SIGNAL
SUPERVISORY RESTORE
LEI Systems

Testing Details
Fire Alarm Panel
NAC Power Extender Panel
Fire Alarm Panel
Battery - Sealed Lead -acid
Battery - Sealed Lead -acid
Battery - Sealed Lead -acid
Battery - Sealed Lead -acid
Battery - Sealed Lead -acid
Battery - Sealed Lead -acid
19815905
19815920
19815904
00851328
00851329
00282892
00282893
19815923
19815924
Control panel 2nd floor in Office
Power supply
Control panel Voice
Battery FACP in Communicator Panel
Battery FACP in Communicator Panel
Battery power supply
Battery power supply
Battery voice evacuate
Battery voice evacuate
Audible And Visible 00851330 Horns
Supervising Station Transmitting Equipment
EQUIPMENTDD-DESCRIPTION
Digital Alarm Communicator Transmitter 19815925 Communicator
Other
00851337
00851335
00851334
00851336
00851332
00851331
00851333
Gas detector 2nd by FACP in Office
Gas detector rear shop
Gas detector main shop back by Stairs
Gas detector main shop right side
Gas detector break room
Gas detector storage by break room
Gas detector work shop by restroom
Manual 4/14/2020 7:10 AM
Manual 4/14/2020 7:10 AM
Manual 4/14/2020 7:11 AM
Manual
4/14/2020 7:10 AM
Manual
4/14/2020 7:10 AM
Manual
4/14/2020 7:10 AM
Manual
4/14/2020 7:11 AM
Manual
4/14/2020 7:11 AM
Manual
4/14/2020 7:11 AM
Manual 4/14/2020 7:11 AM
Manual 4/14/2020 7:10 AM
Manual
4/14/2020 7:11 AM
Manual
4/14/2020 7:11 AM
Manual
4/14/2020 7:11 AM
Manual
4/14/2020 7:11 AM
Manual
4/14/2020 7:11 AM
Manual
4/14/2020 7:11 AM
Manual
4/14/2020 7:11 AM
LEI Systems 5

Device/Equipment Details
19815905 Control panel 2nd floor in Office Silent night SK-2 4/24/2010
19815904 Control panel Voice Wheelock SP40S 4/24/2010
NAC Power ExtenderPanel19815920 Power supply Altronix AL-1002 4/24/2010
00851328
Battery FACP in Communicator Panel
4/24/2010
00851329
Battery FACP in Communicator Panel
4/24/2010
19815923
Battery voice evacuate
4/24/2010
19815924
Battery voice evacuate
4/24/2010
00282892
Battery power supply
4/24/2014
00282893
Battery power supply
4/24/2014
Alarm Notification
Appliance
ADDRESSDESCRIPTION
Manufacturer
ModelDATE
Audible
00851330
Horns
4/24/2015
19815925 Communicator Firewatch 411 UD 4/24/2010
00851335
Gas detector rear shop
3M
GD-2A
4/24/2010
00851334
Gas detector main shop back by Stairs
3M
GD-2A
4/24/2010
00851336
Gas detector main shop right side
3M
GD-2A
4/24/2010
00851332
Gas detector break room
3M
GD-2A
4/24/2010
00851333
Gas detector work shop by restroom
3M
GD-2A
4/24/2010
00851331
Gas detector storage by break room
3M
GD-2A
4/24/2015
• -
00851337
Gas detector 2nd by FACP in Office
3M
GD-2A
4/24/2010
LEI Systems 6

Appendix B
Laboratory Analytical Reports

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
April 13, 2020
Amy Kenwell
Geosyntec Consultants
1300 S. Mint Street
Suite 410
Charlotte, NC 28203
RE: Project: Former York Road Landfill
Pace Project No.: 92471760
Dear Amy Kenwell:
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 - Asheville
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
[e-mail]
[phone]
Project Manager
Enclosures
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 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Former York Road Landfill
Pace Project No.: 92471760
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
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 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
Former York Road Landfill
92471760
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92471760001
FIELD BLANK
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760002
DDW-01
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760003
DDW-01A
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760004
DDW-02
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760005
DDW-03
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760006
DDW-03A
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
CL
51
PASI-C
92471760007
DMW-01
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
CL
51
PASI-C
92471760008
DMW-02
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
CL
51
PASI-C
92471760009
DMW-05
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
CL
51
PASI-C
92471760010
DMW-06
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
CL
51
PASI-C
92471760011
DUPLICATE
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
CL
51
PASI-C
92471760012
YRW-10C
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760013
NT-1
EPA 601OD
SH1
7
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 3 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Former York Road Landfill
Pace Project No.:
92471760
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760014
NT-2
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760015
SC-2
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760016
ST-1
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760017
SC-1
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760018
ST-3
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760019
DMW-08
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760020
DMW-02B
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760021
DMW-02A
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760022
DMW-A
EPA 601OD
SH1
7
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
SAS
51
PASI-C
92471760023
TRIP BLANK
EPA 8260D
CL
51
PASI-C
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
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 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SUMMARY OF DETECTION
Project:
Pace Project No.:
Former York Road Landfill
92471760
Lab Sample ID
Client Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed Qualifiers
92471760002
DDW-01
Collected By
JJQ/JDS
03/31/20 10:40
pH
6.8
Std. Units
03/31/20 10:40
Temperature
16.5
deg C
03/31/20 10:40
Static Water Level
6.48
feet
03/31/20 10:40
Specific Conductance
345.6
umhos/cm
03/31/20 10:40
Total Well Depth
60
feet
03/31/20 10:40
Odor
SULFURO
03/31/20 10:40
US
Appearance
CLEAR
03/31/20 10:40
EPA 601 OD
Barium
26.8
ug/L
5.0
04/02/20 21:22
EPA 8260D
1,1-Dichloroethane
6.1
ug/L
1.0
04/04/20 01:26
EPA 8260D
cis-1,2-Dichloroethene
15.7
ug/L
1.0
04/04/20 01:26
EPA 8260D
Tetrachloroethene
4.2
ug/L
1.0
04/04/20 01:26
EPA 8260D
Trichloroethene
4.4
ug/L
1.0
04/04/20 01:26
92471760003
DDW-01A
Collected By
JJQ/JDS
03/31/20 10:50
pH
6.9
Std. Units
03/31/20 10:50
Temperature
16.5
deg C
03/31/20 10:50
Static Water Level
5.72
feet
03/31/20 10:50
Specific Conductance
409.8
umhos/cm
03/31/20 10:50
Total Well Depth
100
feet
03/31/20 10:50
Odor
SULFURO
03/31/20 10:50
US
Appearance
CLEAR
03/31/20 10:50
EPA 601 OD
Barium
63.6
ug/L
5.0
04/02/20 21:25
EPA 8260D
Benzene
9.3
ug/L
1.0
04/04/20 01:44
EPA 8260D
1,1-Dichloroethane
4.7
ug/L
1.0
04/04/20 01:44
EPA 8260D
cis-1,2-Dichloroethene
17.7
ug/L
1.0
04/04/20 01:44
EPA 8260D
Tetrachloroethene
1.0
ug/L
1.0
04/04/20 01:44
EPA 8260D
Trichloroethene
4.2
ug/L
1.0
04/04/20 01:44
EPA 8260D
Vinyl chloride
1.0
ug/L
1.0
04/04/20 01:44
92471760004
DDW-02
Collected By
JJQ/JDS
03/31/20 10:25
pH
6
Std. Units
03/31/20 10:25
Temperature
17.1
deg C
03/31/20 10:25
Static Water Level
11.49
feet
03/31/20 10:25
Specific Conductance
1015
umhos/cm
03/31/20 10:25
Total Well Depth
55
feet
03/31/20 10:25
Odor
SULFURO
03/31/20 10:25
US
Appearance
SUSPEND
03/31/20 10:25
ED WHITE
PARTICUL
ATE
EPA 601 OD
Barium
277
ug/L
5.0
04/02/20 21:28
EPA 601 OD
Cadmium
1.5
ug/L
1.0
04/02/20 21:28
EPA 7470A
Mercury
0.55
ug/L
0.20
04/06/20 16:40
EPA 8260D
Benzene
5.2
ug/L
1.0
04/04/20 02:02
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 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SUMMARY OF DETECTION
Project:
Pace Project No.:
Former York Road Landfill
92471760
Lab Sample ID
Client Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed Qualifiers
92471760004
DDW-02
EPA 8260D
1,2-Dichlorobenzene
1.5
ug/L
1.0
04/04/20 02:02
EPA 8260D
1,1-Dichloroethane
8.4
ug/L
1.0
04/04/20 02:02
EPA 8260D
cis-1,2-Dichloroethene
2.5
ug/L
1.0
04/04/20 02:02
92471760005
DDW-03
Collected By
03/31/20
03/31/20 10:10
10.10
pH
6.2
Std. Units
03/31/20 10:10
Temperature
16.3
deg C
03/31/20 10:10
Static Water Level
9.99
feet
03/31/20 10:10
Specific Conductance
1564
umhos/cm
03/31/20 10:10
Total Well Depth
61
feet
03/31/20 10:10
Odor
SULFURO
03/31/20 10:10
US
Appearance
CLEAR
03/31/20 10:10
EPA 601 OD
Barium
420
ug/L
5.0
04/02/20 21:31
EPA 8260D
1,1-Dichloroethane
3.5
ug/L
1.0
04/04/20 02:20
EPA 8260D
cis-1,2-Dichloroethene
17.5
ug/L
1.0
04/04/20 02:20
EPA 8260D
1,2-Dichloropropane
1.7
ug/L
1.0
04/04/20 02:20
EPA 8260D
Trichloroethene
2.9
ug/L
1.0
04/04/20 02:20
92471760006
DDW-03A
Collected By
JJQ/JDS
03/31/20 10:00
pH
7.8
Std. Units
03/31/20 10:00
Temperature
15.9
deg C
03/31/20 10:00
Static Water Level
1.78
feet
03/31/20 10:00
Specific Conductance
991
umhos/cm
03/31/20 10:00
Total Well Depth
133
feet
03/31/20 10:00
Odor
SULFURO
03/31/20 10:00
US
Appearance
CLEAR
03/31/20 10:00
EPA 601 OD
Barium
35.1
ug/L
5.0
04/02/20 21:34
EPA 8260D
Acetone
42.7
ug/L
25.0
04/03/20 05:25
EPA 8260D
Benzene
6.4
ug/L
1.0
04/03/20 05:25
EPA 8260D
Carbon disulfide
3.5
ug/L
2.0
04/03/20 05:25
92471760007
DMW-01
Collected By
JJQ/JDS
03/31/20 09:15
pH
6.2
Std. Units
03/31/20 09:15
Temperature
17.8
deg C
03/31/20 09:15
Static Water Level
31.62
feet
03/31/20 09:15
Specific Conductance
102.9
umhos/cm
03/31/20 09:15
Total Well Depth
45
feet
03/31/20 09:15
Odor
SULFURO
03/31/20 09:15
US
Appearance
CLEAR
03/31/20 09:15
YELLOW
EPA 601 OD
Barium
70.9
ug/L
5.0
04/02/20 21:37
EPA 601 OD
Cadmium
23.2
ug/L
1.0
04/02/20 21:37
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 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SUMMARY OF DETECTION
Project:
Pace Project No.:
Former York Road Landfill
92471760
Lab Sample ID
Client Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed Qualifiers
92471760008
DMW-02
Collected By
JJQ/JDS
03/31/20 12:50
pH
7.3
Std. Units
03/31/20 12:50
Temperature
17.6
deg C
03/31/20 12:50
Static Water Level
10.83
feet
03/31/20 12:50
Specific Conductance
1073
umhos/cm
03/31/20 12:50
Total Well Depth
22
feet
03/31/20 12:50
Odor
SULFURO
03/31/20 12:50
US
Appearance
FLOATING
03/31/20 12:50
BACTERIA
EPA 601 OD
Barium
40.4
ug/L
5.0
04/02/20 21:40
EPA 8260D
cis-1,2-Dichloroethene
1.8
ug/L
1.0
04/03/20 06:01
92471760009
DMW-05
Collected By
JJQ/JDS
03/31/20 10:30
pH
6.6
Std. Units
03/31/20 10:30
Temperature
17
deg C
03/31/20 10:30
Static Water Level
10.33
feet
03/31/20 10:30
Specific Conductance
940
umhos/cm
03/31/20 10:30
Total Well Depth
20
feet
03/31/20 10:30
Odor
SULFURO
03/31/20 10:30
US
Appearance
ORANGE
03/31/20 10:30
BACTERIA
EPA 601 OD
Barium
57.3
ug/L
5.0
04/02/20 21:43
92471760010
DMW-06
Collected By
JJQ/JDS
03/31/20 09:45
pH
6.2
Std. Units
03/31/20 09:45
Temperature
16.3
deg C
03/31/20 09:45
Static Water Level
10.04
feet
03/31/20 09:45
Specific Conductance
1412
umhos/cm
03/31/20 09:45
Total Well Depth
29.5
feet
03/31/20 09:45
Odor
NONE
03/31/20 09:45
Appearance
CLEAR
03/31/20 09:45
EPA 601 OD
Barium
623
ug/L
5.0
04/02/20 21:46
EPA 8260D
Chlorobenzene
4.4
ug/L
1.0
04/03/20 06:37
EPA 8260D
1,2-Dichlorobenzene
1.0
ug/L
1.0
04/03/20 06:37
EPA 8260D
1,4-Dichlorobenzene
5.6
ug/L
1.0
04/03/20 06:37
EPA 8260D
1,1-Dichloroethane
4.3
ug/L
1.0
04/03/20 06:37
EPA 8260D
cis-1,2-Dichloroethene
26.2
ug/L
1.0
04/03/20 06:37
EPA 8260D
1,2-Dichloropropane
2.3
ug/L
1.0
04/03/20 06:37
EPA 8260D
Trichloroethene
4.1
ug/L
1.0
04/03/20 06:37
92471760011
DUPLICATE
EPA 601 OD
Cadmium
1.1
ug/L
1.0
04/02/20 21:49
EPA 8260D
Acetone
25.7
ug/L
25.0
04/03/20 06:55
92471760012
YRW-10C
Collected By
JJQ/JDS
03/31/20 11:05
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 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SUMMARY OF DETECTION
Project:
Pace Project No.:
Former York Road Landfill
92471760
Lab Sample ID
Client Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed Qualifiers
92471760012
YRW-10C
pH
6.4
Std. Units
03/31/20 11:05
Temperature
16.9
deg C
03/31/20 11:05
Static Water Level
12.84
feet
03/31/20 11:05
Specific Conductance
669
umhos/cm
03/31/20 11:05
Total Well Depth
16.5
feet
03/31/20 11:05
Odor
NONE
03/31/20 11:05
Appearance
MURKY
03/31/20 11:05
EPA 601 OD
Arsenic
26.3
ug/L
10.0
04/02/20 21:58
EPA 601 OD
Barium
1290
ug/L
5.0
04/02/20 21:58
92471760013
NT-1
Collected By
JJQ/JDS
03/31/20 12:10
pH
7
Std. Units
03/31/20 12:10
Temperature
15.4
deg C
03/31/20 12:10
Specific Conductance
172.7
umhos/cm
03/31/20 12:10
Odor
NONE
03/31/20 12:10
Appearance
MURKY
03/31/20 12:10
EPA 601 OD
Barium
47.1
ug/L
5.0
04/02/20 22:01
92471760014
NT-2
Collected By
JJQ/JDS
03/31/20 11:45
pH
6.8
Std. Units
03/31/20 11:45
Temperature
14.9
deg C
03/31/20 11:45
Specific Conductance
278.7
umhos/cm
03/31/20 11:45
Odor
NONE
03/31/20 11:45
Appearance
IRON
03/31/20 11:45
BACTERIA
EPA 601 OD
Barium
47.4
ug/L
5.0
04/02/20 22:04
92471760015
SC-2
Collected By
JJQ/JDS
03/31/20 13:30
Collected Time
8
03/31/20 13:30
pH
16.5
Std. Units
03/31/20 13:30
Specific Conductance
337
umhos/cm
03/31/20 13:30
Odor
NONE
03/31/20 13:30
Appearance
CLEAR
03/31/20 13:30
EPA 601 OD
Barium
33.0
ug/L
5.0
04/04/20 19:17
92471760016
ST-1
Collected By
JJQ/JDS
03/31/20 09:30
pH
7.1
Std. Units
03/31/20 09:30
Temperature
15.9
deg C
03/31/20 09:30
Specific Conductance
399.4
umhos/cm
03/31/20 09:30
Odor
NONE
03/31/20 09:30
Appearance
MURKY
03/31/20 09:30
EPA 601 OD
Barium
74.3
ug/L
5.0
04/04/20 19:29
92471760017
SC-1
Collected By
JJQ/JDS
03/31/20 12:20
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 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: Former York Road Landfill
Pace Project No.: 92471760
Lab Sample ID
Method
92471760017
EPA 601 OD
92471760018
EPA 601 OD
92471760019
EPA 601 OD
EPA 8260D
92471760020
EPA 601 OD
EPA 8260D
EPA 8260D
92471760021
SUMMARY OF DETECTION
Client Sample ID
Parameters
Result
Units
Report Limit
Analyzed Qualifiers
SC-1
pH
7.6
Std. Units
03/31/20 12:20
Temperature
16.7
deg C
03/31/20 12:20
Specific Conductance
332
umhos/cm
03/31/20 12:20
Odor
NONE
03/31/20 12:20
Appearance
CLEAR
03/31/20 12:20
Barium
30.0
ug/L
5.0
04/04/2019:32
ST-3
Collected By
JJQ/JDS
03/31/20 08:15
pH
7.2
Std. Units
03/31/20 08:15
Temperature
15.4
deg C
03/31/20 08:15
Specific Conductance
240.4
umhos/cm
03/31/20 08:15
Odor
NONE
03/31/20 08:15
Appearance
CLEAR
03/31/20 08:15
Barium
41.2
ug/L
5.0
04/04/2019:35
DMW-08
Collected By
JJQ/JDS
03/31/20 08:55
pH
6.6
Std. Units
03/31/20 08:55
Temperature
17.9
deg C
03/31/20 08:55
Static Water Level
56.24
feet
03/31/20 08:55
Specific Conductance
141.2
umhos/cm
03/31/20 08:55
Total Well Depth
62
feet
03/31/20 08:55
Odor
NONE
03/31/20 08:55
Appearance
CLEAR
03/31/20 08:55
Cadmium
1.7
ug/L
1.0
04/04/2019:38
Acetone
25.3
ug/L
25.0
04/04/20 03:50
DMW-02B
Collected By
JJQ/JDS
03/31/20 13:05
pH
7.4
Std. Units
03/31/20 13:05
Temperature
16
deg C
03/31/20 13:05
Static Water Level
5.35
feet
03/31/20 13:05
Specific Conductance
647
umhos/cm
03/31/20 13:05
Total Well Depth
84.5
feet
03/31/20 13:05
Odor
SULFURO
03/31/20 13:05
US
Appearance
CLEAR
03/31/20 13:05
Barium
8.1
ug/L
5.0
04/04/2019:53
1,1-Dichloroethane
2.1
ug/L
1.0
04/04/20 04:08
cis-1,2-Dichloroethene
4.0
ug/L
1.0
04/04/20 04:08
DMW-02A
Collected By
JJQ/JDS
03/31/20 13:15
pH
12.4
Std. Units
03/31/20 13:15
Temperature
16
deg C
03/31/20 13:15
Static Water Level
1.10
feet
03/31/20 13:15
Specific Conductance
6114
umhos/cm
03/31/20 13:15
Total Well Depth
47
feet
03/31/20 13:15
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 9 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SUMMARY OF DETECTION
Project: Former York Road Landfill
Pace Project No.: 92471760
Lab Sample ID
Client Sample ID
Method
Parameters
Result
Units
92471760021
DMW-02A
Odor
some
Appearance
efforvescent
EPA 601 OD
Barium
1280
ug/L
EPA 8260D
Acetone
95.1
ug/L
EPA 8260D
2-Butanone (MEK)
8.8
ug/L
92471760022
DMW-A
Collected By
JJQ/JDS
pH
6.3
Std. Units
Temperature
18.7
deg C
Static Water Level
38.60
feet
Specific Conductance
72.4
umhos/cm
Total Well Depth
45
feet
Odor
SULFURO
US
Appearance
CLEAR
EPA 601 OD
Barium
22.6
ug/L
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Report Limit
Analyzed
03/31/20 13:15
03/31/20 13:15
5.0
04/04/2019:56
25.0
04/04/20 04:26
5.0
04/04/20 04:26
03/31/20 08:00
03/31/20 08:00
03/31/20 08:00
03/31/20 08:00
03/31/20 08:00
03/31/20 08:00
03/31/20 08:00
03/31/20 08:00
5.0
04/04/2019:59
Qualifiers
Page 10 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: FIELD BLANK
Lab ID: 92471760001 Collected:
03/31/20
08:10
Received: 03/31/20 14:30 Matrix: Water
Parameters
Results
Units Report Limit
DF
Prepared
Analyzed
CAS No. Qual
6010 MET ICP
Analytical Method:
EPA 6010D Preparation Method: EPA 3010A
Pace Analytical
Services -Asheville
Arsenic
ND
ug/L
10.0
1
04/02/20 02:04
04/02/20 21:07
7440-38-2
Barium
ND
ug/L
5.0
1
04/02/20 02:04
04/02/20 21:07
7440-39-3
Cadmium
ND
ug/L
1.0
1
04/02/20 02:04
04/02/20 21:07
7440-43-9
Chromium
ND
ug/L
5.0
1
04/02/20 02:04
04/02/20 21:07
7440-47-3
Lead
ND
ug/L
5.0
1
04/02/20 02:04
04/02/20 21:07
7439-92-1
Selenium
ND
ug/L
10.0
1
04/02/20 02:04
04/02/20 21:07
7782-49-2
Silver
ND
ug/L
5.0
1
04/02/20 02:04
04/02/20 21:07
7440-22-4
7470 Mercury
Analytical Method:
EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical
Services -Asheville
Mercury
ND
ug/L
0.20
1
04/06/2012:29
04/06/2016:33
7439-97-6
8260D MSV Low Level Landfill
Analytical Method:
EPA 8260D
Pace Analytical
Services - Charlotte
Acetone
ND
ug/L
25.0
1
04/04/20 00:32
67-64-1
Acrylonitrile
ND
ug/L
10.0
1
04/04/20 00:32
107-13-1
Benzene
ND
ug/L
1.0
1
04/04/20 00:32
71-43-2
Bromochloromethane
ND
ug/L
1.0
1
04/04/20 00:32
74-97-5
Bromodichloromethane
ND
ug/L
1.0
1
04/04/20 00:32
75-27-4
Bromoform
ND
ug/L
1.0
1
04/04/20 00:32
75-25-2
Bromomethane
ND
ug/L
2.0
1
04/04/20 00:32
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
1
04/04/20 00:32
78-93-3
Carbon disulfide
ND
ug/L
2.0
1
04/04/20 00:32
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
1
04/04/20 00:32
56-23-5
Chlorobenzene
ND
ug/L
1.0
1
04/04/20 00:32
108-90-7
Chloroethane
ND
ug/L
1.0
1
04/04/20 00:32
75-00-3
Chloroform
ND
ug/L
5.0
1
04/04/20 00:32
67-66-3
Chloromethane
ND
ug/L
1.0
1
04/04/20 00:32
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
5.0
1
04/04/20 00:32
96-12-8
Dibromochloromethane
ND
ug/L
1.0
1
04/04/20 00:32
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
1
04/04/20 00:32
106-93-4
Dibromomethane
ND
ug/L
1.0
1
04/04/20 00:32
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
1
04/04/20 00:32
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
1
04/04/20 00:32
106-46-7
trans-1,4-Dichloro-2-butene
ND
ug/L
1.0
1
04/04/20 00:32
110-57-6 v2
1,1-Dichloroethane
ND
ug/L
1.0
1
04/04/20 00:32
75-34-3
1,2-Dichloroethane
ND
ug/L
1.0
1
04/04/20 00:32
107-06-2
1,1-Dichloroethene
ND
ug/L
1.0
1
04/04/20 00:32
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
1.0
1
04/04/20 00:32
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
1.0
1
04/04/20 00:32
156-60-5
1,2-Dichloropropane
ND
ug/L
1.0
1
04/04/20 00:32
78-87-5
cis-1,3-Dichloropropene
ND
ug/L
1.0
1
04/04/20 00:32
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
1.0
1
04/04/20 00:32
10061-02-6
Ethylbenzene
ND
ug/L
1.0
1
04/04/20 00:32
100-41-4
2-Hexanone
ND
ug/L
5.0
1
04/04/20 00:32
591-78-6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: FIELD BLANK Lab ID: 92471760001 Collected: 03/31/20 08:10 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
98
%
96
%
102
%
20.0
1
04/04/20 00:32
74-88-4
5.0
1
04/04/20 00:32
75-09-2
5.0
1
04/04/20 00:32
108-10-1
1.0
1
04/04/20 00:32
100-42-5
1.0
1
04/04/20 00:32
630-20-6
1.0
1
04/04/20 00:32
79-34-5
1.0
1
04/04/20 00:32
127-18-4
1.0
1
04/04/20 00:32
108-88-3
1.0
1
04/04/20 00:32
71-55-6
1.0
1
04/04/20 00:32
79-00-5
1.0
1
04/04/20 00:32
79-01-6
1.0
1
04/04/20 00:32
75-69-4
1.0
1
04/04/20 00:32
96-18-4
2.0
1
04/04/20 00:32
108-05-4
1.0
1
04/04/20 00:32
75-01-4
2.0
1
04/04/20 00:32
179601-23-1
1.0
1
04/04/20 00:32
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 00:32 460-00-4
04/04/20 00:32 17060-07-0
04/04/20 00:32 2037-26-5
Page 12 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-01 Lab ID: 92471760002 Collected: 03/31/20 10:40 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 10:40
pH
6.8 Std. Units
1
03/31/20 10:40
Temperature
16.5 deg C
1
03/31/20 10:40
Static Water Level
6.48 feet
1
03/31/20 10:40
Specific Conductance
345.6 umhos/cm
1
03/31/20 10:40
Total Well Depth
60 feet
1
03/31/20 10:40
Odor
SULFURO
1
03/31/20 10:40
US
Appearance
CLEAR
1
03/31/20 10:40
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:22
7440-38-2
Barium
26.8 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:22
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/02/20 21:22
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:22
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:22
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:22
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:22
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2016:35
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 01:26
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 01:26
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 01:26
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 01:26
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 01:26
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 01:26
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 01:26
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 01:26
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 01:26
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 01:26
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 01:26
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 01:26
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 01:26
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 01:26
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 01:26
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 01:26
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 01:26
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 01:26
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 01:26
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 01:26
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 13 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-01 Lab ID: 92471760002 Collected: 03/31/20 10:40 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
6.1
ug/L
ND
ug/L
ND
ug/L
15.7
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
4.2
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
4.4
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
99
%
99
%
101
%
1.0
1
04/04/20 01:26
110-57-6 v2
1.0
1
04/04/20 01:26
75-34-3
1.0
1
04/04/20 01:26
107-06-2
1.0
1
04/04/20 01:26
75-35-4
1.0
1
04/04/20 01:26
156-59-2
1.0
1
04/04/20 01:26
156-60-5
1.0
1
04/04/20 01:26
78-87-5
1.0
1
04/04/20 01:26
10061-01-5
1.0
1
04/04/20 01:26
10061-02-6
1.0
1
04/04/20 01:26
100-41-4
5.0
1
04/04/20 01:26
591-78-6
20.0
1
04/04/20 01:26
74-88-4
5.0
1
04/04/20 01:26
75-09-2
5.0
1
04/04/20 01:26
108-10-1
1.0
1
04/04/20 01:26
100-42-5
1.0
1
04/04/20 01:26
630-20-6
1.0
1
04/04/20 01:26
79-34-5
1.0
1
04/04/20 01:26
127-18-4
1.0
1
04/04/20 01:26
108-88-3
1.0
1
04/04/20 01:26
71-55-6
1.0
1
04/04/20 01:26
79-00-5
1.0
1
04/04/20 01:26
79-01-6
1.0
1
04/04/20 01:26
75-69-4
1.0
1
04/04/20 01:26
96-18-4
2.0
1
04/04/20 01:26
108-05-4
1.0
1
04/04/20 01:26
75-01-4
2.0
1
04/04/20 01:26
179601-23-1
1.0
1
04/04/20 01:26
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 01:26 460-00-4
04/04/20 01:26 17060-07-0
04/04/20 01:26 2037-26-5
Page 14 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-01A Lab ID: 92471760003 Collected: 03/31/20 10:50 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 10:50
pH
6.9 Std. Units
1
03/31/20 10:50
Temperature
16.5 deg C
1
03/31/20 10:50
Static Water Level
5.72 feet
1
03/31/20 10:50
Specific Conductance
409.8 umhos/cm
1
03/31/20 10:50
Total Well Depth
100 feet
1
03/31/20 10:50
Odor
SULFURO
1
03/31/20 10:50
US
Appearance
CLEAR
1
03/31/20 10:50
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:25
7440-38-2
Barium
63.6 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:25
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/02/20 21:25
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:25
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:25
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:25
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:25
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2016:38
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 01:44
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 01:44
107-13-1
Benzene
9.3 ug/L
1.0
1
04/04/20 01:44
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 01:44
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 01:44
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 01:44
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 01:44
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 01:44
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 01:44
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 01:44
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 01:44
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 01:44
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 01:44
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 01:44
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 01:44
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 01:44
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 01:44
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 01:44
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 01:44
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 01:44
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 15 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-01A Lab ID: 92471760003 Collected: 03/31/20 10:50 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
4.7
ug/L
ND
ug/L
ND
ug/L
17.7
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
1.0
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
4.2
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
1.0
ug/L
ND
ug/L
ND
ug/L
96
%
98
%
103
%
1.0
1
04/04/20 01:44
110-57-6 v2
1.0
1
04/04/20 01:44
75-34-3
1.0
1
04/04/20 01:44
107-06-2
1.0
1
04/04/20 01:44
75-35-4
1.0
1
04/04/20 01:44
156-59-2
1.0
1
04/04/20 01:44
156-60-5
1.0
1
04/04/20 01:44
78-87-5
1.0
1
04/04/20 01:44
10061-01-5
1.0
1
04/04/20 01:44
10061-02-6
1.0
1
04/04/20 01:44
100-41-4
5.0
1
04/04/20 01:44
591-78-6
20.0
1
04/04/20 01:44
74-88-4
5.0
1
04/04/20 01:44
75-09-2
5.0
1
04/04/20 01:44
108-10-1
1.0
1
04/04/20 01:44
100-42-5
1.0
1
04/04/20 01:44
630-20-6
1.0
1
04/04/20 01:44
79-34-5
1.0
1
04/04/20 01:44
127-18-4
1.0
1
04/04/20 01:44
108-88-3
1.0
1
04/04/20 01:44
71-55-6
1.0
1
04/04/20 01:44
79-00-5
1.0
1
04/04/20 01:44
79-01-6
1.0
1
04/04/20 01:44
75-69-4
1.0
1
04/04/20 01:44
96-18-4
2.0
1
04/04/20 01:44
108-05-4
1.0
1
04/04/20 01:44
75-01-4
2.0
1
04/04/20 01:44
179601-23-1
1.0
1
04/04/20 01:44
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 01:44 460-00-4
04/04/20 01:44 17060-07-0
04/04/20 01:44 2037-26-5
Page 16 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-02 Lab ID: 92471760004 Collected: 03/31/20 10:25 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 10:25
pH
6 Std. Units
1
03/31/20 10:25
Temperature
17.1 deg C
1
03/31/20 10:25
Static Water Level
11.49 feet
1
03/31/20 10:25
Specific Conductance
1015 umhos/cm
1
03/31/20 10:25
Total Well Depth
55 feet
1
03/31/20 10:25
Odor
SULFURO
1
03/31/20 10:25
US
Appearance
SUSPEND
1
03/31/20 10:25
ED WHITE
PARTICUL
ATE
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:28
7440-38-2
Barium
277 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:28
7440-39-3
Cadmium
1.5 ug/L
1.0
1
04/02/20 02:04
04/02/20 21:28
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:28
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:28
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:28
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:28
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
0.55 ug/L
0.20
1
04/06/2012:29
04/06/2016:40
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 02:02
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 02:02
107-13-1
Benzene
5.2 ug/L
1.0
1
04/04/20 02:02
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 02:02
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 02:02
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 02:02
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 02:02
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 02:02
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 02:02
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 02:02
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 02:02
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 02:02
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 02:02
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 02:02
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 02:02
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 02:02
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 02:02
106-93-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 17 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-02 Lab ID: 92471760004 Collected: 03/31/20 10:25 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
1.5
ug/L
ND
ug/L
ND
ug/L
8.4
ug/L
ND
ug/L
ND
ug/L
2.5
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
94 %
98 %
101 %
1.0
1
04/04/20 02:02
74-95-3
1.0
1
04/04/20 02:02
95-50-1
1.0
1
04/04/20 02:02
106-46-7
1.0
1
04/04/20 02:02
110-57-6 v2
1.0
1
04/04/20 02:02
75-34-3
1.0
1
04/04/20 02:02
107-06-2
1.0
1
04/04/20 02:02
75-35-4
1.0
1
04/04/20 02:02
156-59-2
1.0
1
04/04/20 02:02
156-60-5
1.0
1
04/04/20 02:02
78-87-5
1.0
1
04/04/20 02:02
10061-01-5
1.0
1
04/04/20 02:02
10061-02-6
1.0
1
04/04/20 02:02
100-41-4
5.0
1
04/04/20 02:02
591-78-6
20.0
1
04/04/20 02:02
74-88-4
5.0
1
04/04/20 02:02
75-09-2
5.0
1
04/04/20 02:02
108-10-1
1.0
1
04/04/20 02:02
100-42-5
1.0
1
04/04/20 02:02
630-20-6
1.0
1
04/04/20 02:02
79-34-5
1.0
1
04/04/20 02:02
127-18-4
1.0
1
04/04/20 02:02
108-88-3
1.0
1
04/04/20 02:02
71-55-6
1.0
1
04/04/20 02:02
79-00-5
1.0
1
04/04/20 02:02
79-01-6
1.0
1
04/04/20 02:02
75-69-4
1.0
1
04/04/20 02:02
96-18-4
2.0
1
04/04/20 02:02
108-05-4
1.0
1
04/04/20 02:02
75-01-4
2.0
1
04/04/20 02:02
179601-23-1
1.0
1
04/04/20 02:02
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 02:02 460-00-4
04/04/20 02:02 17060-07-0
04/04/20 02:02 2037-26-5
Page 18 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-03 Lab ID: 92471760005 Collected: 03/31/20 10:10 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
03/31/20
1
03/31/20 10:10
10.10
pH
6.2 Std. Units
1
03/31/20 10:10
Temperature
16.3 deg C
1
03/31/20 10:10
Static Water Level
9.99 feet
1
03/31/20 10:10
Specific Conductance
1564 umhos/cm
1
03/31/20 10:10
Total Well Depth
61 feet
1
03/31/20 10:10
Odor
SULFURO
1
03/31/20 10:10
US
Appearance
CLEAR
1
03/31/20 10:10
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:31
7440-38-2
Barium
420 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:31
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/02/20 21:31
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:31
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:31
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:31
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:31
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2016:42
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 02:20
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 02:20
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 02:20
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 02:20
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 02:20
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 02:20
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 02:20
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 02:20
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 02:20
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 02:20
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 02:20
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 02:20
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 02:20
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 02:20
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 02:20
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 02:20
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 02:20
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 02:20
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 02:20
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 19 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-03 Lab ID: 92471760005 Collected: 03/31/20 10:10 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
3.5
ug/L
ND
ug/L
ND
ug/L
17.5
ug/L
ND
ug/L
1.7
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
2.9
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
96
%
98
%
103
%
1.0
1
04/04/20 02:20
106-46-7
1.0
1
04/04/20 02:20
110-57-6 v2
1.0
1
04/04/20 02:20
75-34-3
1.0
1
04/04/20 02:20
107-06-2
1.0
1
04/04/20 02:20
75-35-4
1.0
1
04/04/20 02:20
156-59-2
1.0
1
04/04/20 02:20
156-60-5
1.0
1
04/04/20 02:20
78-87-5
1.0
1
04/04/20 02:20
10061-01-5
1.0
1
04/04/20 02:20
10061-02-6
1.0
1
04/04/20 02:20
100-41-4
5.0
1
04/04/20 02:20
591-78-6
20.0
1
04/04/20 02:20
74-88-4
5.0
1
04/04/20 02:20
75-09-2
5.0
1
04/04/20 02:20
108-10-1
1.0
1
04/04/20 02:20
100-42-5
1.0
1
04/04/20 02:20
630-20-6
1.0
1
04/04/20 02:20
79-34-5
1.0
1
04/04/20 02:20
127-18-4
1.0
1
04/04/20 02:20
108-88-3
1.0
1
04/04/20 02:20
71-55-6
1.0
1
04/04/20 02:20
79-00-5
1.0
1
04/04/20 02:20
79-01-6
1.0
1
04/04/20 02:20
75-69-4
1.0
1
04/04/20 02:20
96-18-4
2.0
1
04/04/20 02:20
108-05-4
1.0
1
04/04/20 02:20
75-01-4
2.0
1
04/04/20 02:20
179601-23-1
1.0
1
04/04/20 02:20
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 02:20 460-00-4
04/04/20 02:20 17060-07-0
04/04/20 02:20 2037-26-5
Page 20 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-03A Lab ID: 92471760006 Collected: 03/31/20 10:00 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 10:00
pH
7.8 Std. Units
1
03/31/20 10:00
Temperature
15.9 deg C
1
03/31/20 10:00
Static Water Level
1.78 feet
1
03/31/20 10:00
Specific Conductance
991 umhos/cm
1
03/31/20 10:00
Total Well Depth
133 feet
1
03/31/20 10:00
Odor
SULFURO
1
03/31/20 10:00
US
Appearance
CLEAR
1
03/31/20 10:00
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:34
7440-38-2
Barium
35.1 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:34
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/02/20 21:34
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:34
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:34
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:34
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:34
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2016:49
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
42.7 ug/L
25.0
1
04/03/20 05:25
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/03/20 05:25
107-13-1
Benzene
6.4 ug/L
1.0
1
04/03/20 05:25
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/03/20 05:25
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/03/20 05:25
75-27-4
Bromoform
ND ug/L
1.0
1
04/03/20 05:25
75-25-2
Bromomethane
ND ug/L
2.0
1
04/03/20 05:25
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/03/20 05:25
78-93-3
Carbon disulfide
3.5 ug/L
2.0
1
04/03/20 05:25
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/03/20 05:25
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/03/20 05:25
108-90-7
Chloroethane
ND ug/L
1.0
1
04/03/20 05:25
75-00-3
Chloroform
ND ug/L
5.0
1
04/03/20 05:25
67-66-3
Chloromethane
ND ug/L
1.0
1
04/03/20 05:25
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/03/20 05:25
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/03/20 05:25
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/03/20 05:25
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/03/20 05:25
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 05:25
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 05:25
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 21 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DDW-03A Lab ID: 92471760006 Collected: 03/31/20 10:00 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
98
%
101
%
106
%
1.0
1
04/03/20 05:25
110-57-6 v2
1.0
1
04/03/20 05:25
75-34-3
1.0
1
04/03/20 05:25
107-06-2
1.0
1
04/03/20 05:25
75-35-4
1.0
1
04/03/20 05:25
156-59-2
1.0
1
04/03/20 05:25
156-60-5
1.0
1
04/03/20 05:25
78-87-5
1.0
1
04/03/20 05:25
10061-01-5
1.0
1
04/03/20 05:25
10061-02-6
1.0
1
04/03/20 05:25
100-41-4
5.0
1
04/03/20 05:25
591-78-6
20.0
1
04/03/20 05:25
74-88-4
5.0
1
04/03/20 05:25
75-09-2
5.0
1
04/03/20 05:25
108-10-1
1.0
1
04/03/20 05:25
100-42-5
1.0
1
04/03/20 05:25
630-20-6
1.0
1
04/03/20 05:25
79-34-5
1.0
1
04/03/20 05:25
127-18-4
1.0
1
04/03/20 05:25
108-88-3
1.0
1
04/03/20 05:25
71-55-6
1.0
1
04/03/20 05:25
79-00-5
1.0
1
04/03/20 05:25
79-01-6
1.0
1
04/03/20 05:25
75-69-4
1.0
1
04/03/20 05:25
96-18-4
2.0
1
04/03/20 05:25
108-05-4
1.0
1
04/03/20 05:25
75-01-4
2.0
1
04/03/20 05:25
179601-23-1
1.0
1
04/03/20 05:25
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 05:25 460-00-4
04/03/20 05:25 17060-07-0
04/03/20 05:25 2037-26-5
Page 22 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-01 Lab ID: 92471760007 Collected: 03/31/20 09:15 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 09:15
pH
6.2 Std. Units
1
03/31/20 09:15
Temperature
17.8 deg C
1
03/31/20 09:15
Static Water Level
31.62 feet
1
03/31/20 09:15
Specific Conductance
102.9 umhos/cm
1
03/31/20 09:15
Total Well Depth
45 feet
1
03/31/20 09:15
Odor
SULFURO
1
03/31/20 09:15
US
Appearance
CLEAR
1
03/31/20 09:15
YELLOW
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:37
7440-38-2
Barium
70.9 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:37
7440-39-3
Cadmium
23.2 ug/L
1.0
1
04/02/20 02:04
04/02/20 21:37
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:37
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:37
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:37
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:37
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2016:52
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/03/20 05:43
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/03/20 05:43
107-13-1
Benzene
ND ug/L
1.0
1
04/03/20 05:43
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/03/20 05:43
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/03/20 05:43
75-27-4
Bromoform
ND ug/L
1.0
1
04/03/20 05:43
75-25-2
Bromomethane
ND ug/L
2.0
1
04/03/20 05:43
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/03/20 05:43
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/03/20 05:43
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/03/20 05:43
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/03/20 05:43
108-90-7
Chloroethane
ND ug/L
1.0
1
04/03/20 05:43
75-00-3
Chloroform
ND ug/L
5.0
1
04/03/20 05:43
67-66-3
Chloromethane
ND ug/L
1.0
1
04/03/20 05:43
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/03/20 05:43
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/03/20 05:43
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/03/20 05:43
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/03/20 05:43
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 05:43
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 23 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-01 Lab ID: 92471760007 Collected: 03/31/20 09:15 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
98
%
97
%
101
%
1.0
1
04/03/20 05:43
106-46-7
1.0
1
04/03/20 05:43
110-57-6 v2
1.0
1
04/03/20 05:43
75-34-3
1.0
1
04/03/20 05:43
107-06-2
1.0
1
04/03/20 05:43
75-35-4
1.0
1
04/03/20 05:43
156-59-2
1.0
1
04/03/20 05:43
156-60-5
1.0
1
04/03/20 05:43
78-87-5
1.0
1
04/03/20 05:43
10061-01-5
1.0
1
04/03/20 05:43
10061-02-6
1.0
1
04/03/20 05:43
100-41-4
5.0
1
04/03/20 05:43
591-78-6
20.0
1
04/03/20 05:43
74-88-4
5.0
1
04/03/20 05:43
75-09-2
5.0
1
04/03/20 05:43
108-10-1
1.0
1
04/03/20 05:43
100-42-5
1.0
1
04/03/20 05:43
630-20-6
1.0
1
04/03/20 05:43
79-34-5
1.0
1
04/03/20 05:43
127-18-4
1.0
1
04/03/20 05:43
108-88-3
1.0
1
04/03/20 05:43
71-55-6
1.0
1
04/03/20 05:43
79-00-5
1.0
1
04/03/20 05:43
79-01-6
1.0
1
04/03/20 05:43
75-69-4
1.0
1
04/03/20 05:43
96-18-4
2.0
1
04/03/20 05:43
108-05-4
1.0
1
04/03/20 05:43
75-01-4
2.0
1
04/03/20 05:43
179601-23-1
1.0
1
04/03/20 05:43
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 05:43 460-00-4
04/03/20 05:43 17060-07-0
04/03/20 05:43 2037-26-5
Page 24 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-02 Lab ID: 92471760008 Collected: 03/31/20 12:50 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 12:50
pH
7.3 Std. Units
1
03/31/20 12:50
Temperature
17.6 deg C
1
03/31/20 12:50
Static Water Level
10.83 feet
1
03/31/20 12:50
Specific Conductance
1073 umhos/cm
1
03/31/20 12:50
Total Well Depth
22 feet
1
03/31/20 12:50
Odor
SULFURO
1
03/31/20 12:50
US
Appearance
FLOATING
1
03/31/20 12:50
BACTERIA
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:40
7440-38-2
Barium
40.4 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:40
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/02/20 21:40
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:40
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:40
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:40
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:40
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2016:54
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/03/20 06:01
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/03/20 06:01
107-13-1
Benzene
ND ug/L
1.0
1
04/03/20 06:01
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/03/20 06:01
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/03/20 06:01
75-27-4
Bromoform
ND ug/L
1.0
1
04/03/20 06:01
75-25-2
Bromomethane
ND ug/L
2.0
1
04/03/20 06:01
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/03/20 06:01
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/03/20 06:01
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/03/20 06:01
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/03/20 06:01
108-90-7
Chloroethane
ND ug/L
1.0
1
04/03/20 06:01
75-00-3
Chloroform
ND ug/L
5.0
1
04/03/20 06:01
67-66-3
Chloromethane
ND ug/L
1.0
1
04/03/20 06:01
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/03/20 06:01
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/03/20 06:01
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/03/20 06:01
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/03/20 06:01
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 06:01
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 25 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-02 Lab ID: 92471760008 Collected: 03/31/20 12:50 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
1.8
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
97
%
100
%
103
%
1.0
1
04/03/20 06:01
106-46-7
1.0
1
04/03/20 06:01
110-57-6 v2
1.0
1
04/03/20 06:01
75-34-3
1.0
1
04/03/20 06:01
107-06-2
1.0
1
04/03/20 06:01
75-35-4
1.0
1
04/03/20 06:01
156-59-2
1.0
1
04/03/20 06:01
156-60-5
1.0
1
04/03/20 06:01
78-87-5
1.0
1
04/03/20 06:01
10061-01-5
1.0
1
04/03/20 06:01
10061-02-6
1.0
1
04/03/20 06:01
100-41-4
5.0
1
04/03/20 06:01
591-78-6
20.0
1
04/03/20 06:01
74-88-4
5.0
1
04/03/20 06:01
75-09-2
5.0
1
04/03/20 06:01
108-10-1
1.0
1
04/03/20 06:01
100-42-5
1.0
1
04/03/20 06:01
630-20-6
1.0
1
04/03/20 06:01
79-34-5
1.0
1
04/03/20 06:01
127-18-4
1.0
1
04/03/20 06:01
108-88-3
1.0
1
04/03/20 06:01
71-55-6
1.0
1
04/03/20 06:01
79-00-5
1.0
1
04/03/20 06:01
79-01-6
1.0
1
04/03/20 06:01
75-69-4
1.0
1
04/03/20 06:01
96-18-4
2.0
1
04/03/20 06:01
108-05-4
1.0
1
04/03/20 06:01
75-01-4
2.0
1
04/03/20 06:01
179601-23-1
1.0
1
04/03/20 06:01
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 06:01 460-00-4
04/03/20 06:01 17060-07-0
04/03/20 06:01 2037-26-5
Page 26 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-05 Lab ID: 92471760009 Collected: 03/31/20 10:30 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 10:30
pH
6.6 Std. Units
1
03/31/20 10:30
Temperature
17 deg C
1
03/31/20 10:30
Static Water Level
10.33 feet
1
03/31/20 10:30
Specific Conductance
940 umhos/cm
1
03/31/20 10:30
Total Well Depth
20 feet
1
03/31/20 10:30
Odor
SULFURO
1
03/31/20 10:30
US
Appearance
ORANGE
1
03/31/20 10:30
BACTERIA
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:43
7440-38-2
Barium
57.3 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:43
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/02/20 21:43
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:43
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:43
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:43
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:43
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2016:56
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/03/20 06:19
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/03/20 06:19
107-13-1
Benzene
ND ug/L
1.0
1
04/03/20 06:19
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/03/20 06:19
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/03/20 06:19
75-27-4
Bromoform
ND ug/L
1.0
1
04/03/20 06:19
75-25-2
Bromomethane
ND ug/L
2.0
1
04/03/20 06:19
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/03/20 06:19
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/03/20 06:19
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/03/20 06:19
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/03/20 06:19
108-90-7
Chloroethane
ND ug/L
1.0
1
04/03/20 06:19
75-00-3
Chloroform
ND ug/L
5.0
1
04/03/20 06:19
67-66-3
Chloromethane
ND ug/L
1.0
1
04/03/20 06:19
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/03/20 06:19
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/03/20 06:19
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/03/20 06:19
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/03/20 06:19
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 06:19
95-50-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 27 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-05 Lab ID: 92471760009 Collected: 03/31/20 10:30 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
99
%
100
%
103
%
1.0
1
04/03/20 06:19
106-46-7
1.0
1
04/03/20 06:19
110-57-6 v2
1.0
1
04/03/20 06:19
75-34-3
1.0
1
04/03/20 06:19
107-06-2
1.0
1
04/03/20 06:19
75-35-4
1.0
1
04/03/20 06:19
156-59-2
1.0
1
04/03/20 06:19
156-60-5
1.0
1
04/03/20 06:19
78-87-5
1.0
1
04/03/20 06:19
10061-01-5
1.0
1
04/03/20 06:19
10061-02-6
1.0
1
04/03/20 06:19
100-41-4
5.0
1
04/03/20 06:19
591-78-6
20.0
1
04/03/20 06:19
74-88-4
5.0
1
04/03/20 06:19
75-09-2
5.0
1
04/03/20 06:19
108-10-1
1.0
1
04/03/20 06:19
100-42-5
1.0
1
04/03/20 06:19
630-20-6
1.0
1
04/03/20 06:19
79-34-5
1.0
1
04/03/20 06:19
127-18-4
1.0
1
04/03/20 06:19
108-88-3
1.0
1
04/03/20 06:19
71-55-6
1.0
1
04/03/20 06:19
79-00-5
1.0
1
04/03/20 06:19
79-01-6
1.0
1
04/03/20 06:19
75-69-4
1.0
1
04/03/20 06:19
96-18-4
2.0
1
04/03/20 06:19
108-05-4
1.0
1
04/03/20 06:19
75-01-4
2.0
1
04/03/20 06:19
179601-23-1
1.0
1
04/03/20 06:19
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 06:19 460-00-4
04/03/20 06:19 17060-07-0
04/03/20 06:19 2037-26-5
Page 28 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-06 Lab ID: 92471760010 Collected: 03/31/20 09:45 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 09:45
pH
6.2 Std. Units
1
03/31/20 09:45
Temperature
16.3 deg C
1
03/31/20 09:45
Static Water Level
10.04 feet
1
03/31/20 09:45
Specific Conductance
1412 umhos/cm
1
03/31/20 09:45
Total Well Depth
29.5 feet
1
03/31/20 09:45
Odor
NONE
1
03/31/20 09:45
Appearance
CLEAR
1
03/31/20 09:45
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:46
7440-38-2
Barium
623 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:46
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/02/20 21:46
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:46
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:46
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:46
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:46
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2016:59
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/03/20 06:37
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/03/20 06:37
107-13-1
Benzene
ND ug/L
1.0
1
04/03/20 06:37
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/03/20 06:37
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/03/20 06:37
75-27-4
Bromoform
ND ug/L
1.0
1
04/03/20 06:37
75-25-2
Bromomethane
ND ug/L
2.0
1
04/03/20 06:37
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/03/20 06:37
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/03/20 06:37
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/03/20 06:37
56-23-5
Chlorobenzene
4.4 ug/L
1.0
1
04/03/20 06:37
108-90-7
Chloroethane
ND ug/L
1.0
1
04/03/20 06:37
75-00-3
Chloroform
ND ug/L
5.0
1
04/03/20 06:37
67-66-3
Chloromethane
ND ug/L
1.0
1
04/03/20 06:37
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/03/20 06:37
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/03/20 06:37
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/03/20 06:37
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/03/20 06:37
74-95-3
1,2-Dichlorobenzene
1.0 ug/L
1.0
1
04/03/20 06:37
95-50-1
1,4-Dichlorobenzene
5.6 ug/L
1.0
1
04/03/20 06:37
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 29 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-06 Lab ID: 92471760010 Collected: 03/31/20 09:45 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
4.3
ug/L
ND
ug/L
ND
ug/L
26.2
ug/L
ND
ug/L
2.3
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
4.1
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
97
%
103
%
104
%
1.0
1
04/03/20 06:37
110-57-6 v2
1.0
1
04/03/20 06:37
75-34-3
1.0
1
04/03/20 06:37
107-06-2
1.0
1
04/03/20 06:37
75-35-4
1.0
1
04/03/20 06:37
156-59-2
1.0
1
04/03/20 06:37
156-60-5
1.0
1
04/03/20 06:37
78-87-5
1.0
1
04/03/20 06:37
10061-01-5
1.0
1
04/03/20 06:37
10061-02-6
1.0
1
04/03/20 06:37
100-41-4
5.0
1
04/03/20 06:37
591-78-6
20.0
1
04/03/20 06:37
74-88-4
5.0
1
04/03/20 06:37
75-09-2
5.0
1
04/03/20 06:37
108-10-1
1.0
1
04/03/20 06:37
100-42-5
1.0
1
04/03/20 06:37
630-20-6
1.0
1
04/03/20 06:37
79-34-5
1.0
1
04/03/20 06:37
127-18-4
1.0
1
04/03/20 06:37
108-88-3
1.0
1
04/03/20 06:37
71-55-6
1.0
1
04/03/20 06:37
79-00-5
1.0
1
04/03/20 06:37
79-01-6
1.0
1
04/03/20 06:37
75-69-4
1.0
1
04/03/20 06:37
96-18-4
2.0
1
04/03/20 06:37
108-05-4
1.0
1
04/03/20 06:37
75-01-4
2.0
1
04/03/20 06:37
179601-23-1
1.0
1
04/03/20 06:37
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 06:37 460-00-4
04/03/20 06:37 17060-07-0
04/03/20 06:37 2037-26-5
Page 30 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DUPLICATE
Lab ID: 92471760011 Collected:
03/31/20
08:55
Received: 03/31/20 14:30 Matrix: Water
Parameters
Results
Units Report Limit
DF
Prepared
Analyzed
CAS No. Qual
6010 MET ICP
Analytical Method:
EPA 6010D Preparation Method: EPA 3010A
Pace Analytical
Services -Asheville
Arsenic
ND
ug/L
10.0
1
04/02/20 02:04
04/02/20 21:49
7440-38-2
Barium
ND
ug/L
5.0
1
04/02/20 02:04
04/02/20 21:49
7440-39-3
Cadmium
1.1
ug/L
1.0
1
04/02/20 02:04
04/02/20 21:49
7440-43-9
Chromium
ND
ug/L
5.0
1
04/02/20 02:04
04/02/20 21:49
7440-47-3
Lead
ND
ug/L
5.0
1
04/02/20 02:04
04/02/20 21:49
7439-92-1
Selenium
ND
ug/L
10.0
1
04/02/20 02:04
04/02/20 21:49
7782-49-2
Silver
ND
ug/L
5.0
1
04/02/20 02:04
04/02/20 21:49
7440-22-4
7470 Mercury
Analytical Method:
EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical
Services -Asheville
Mercury
ND
ug/L
0.20
1
04/06/2012:29
04/06/2017:01
7439-97-6
8260D MSV Low Level Landfill
Analytical Method:
EPA 8260D
Pace Analytical
Services - Charlotte
Acetone
25.7
ug/L
25.0
1
04/03/20 06:55
67-64-1
Acrylonitrile
ND
ug/L
10.0
1
04/03/20 06:55
107-13-1
Benzene
ND
ug/L
1.0
1
04/03/20 06:55
71-43-2
Bromochloromethane
ND
ug/L
1.0
1
04/03/20 06:55
74-97-5
Bromodichloromethane
ND
ug/L
1.0
1
04/03/20 06:55
75-27-4
Bromoform
ND
ug/L
1.0
1
04/03/20 06:55
75-25-2
Bromomethane
ND
ug/L
2.0
1
04/03/20 06:55
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
1
04/03/20 06:55
78-93-3
Carbon disulfide
ND
ug/L
2.0
1
04/03/20 06:55
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
1
04/03/20 06:55
56-23-5
Chlorobenzene
ND
ug/L
1.0
1
04/03/20 06:55
108-90-7
Chloroethane
ND
ug/L
1.0
1
04/03/20 06:55
75-00-3
Chloroform
ND
ug/L
5.0
1
04/03/20 06:55
67-66-3
Chloromethane
ND
ug/L
1.0
1
04/03/20 06:55
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
5.0
1
04/03/20 06:55
96-12-8
Dibromochloromethane
ND
ug/L
1.0
1
04/03/20 06:55
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
1
04/03/20 06:55
106-93-4
Dibromomethane
ND
ug/L
1.0
1
04/03/20 06:55
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
1
04/03/20 06:55
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
1
04/03/20 06:55
106-46-7
trans-1,4-Dichloro-2-butene
ND
ug/L
1.0
1
04/03/20 06:55
110-57-6 v2
1,1-Dichloroethane
ND
ug/L
1.0
1
04/03/20 06:55
75-34-3
1,2-Dichloroethane
ND
ug/L
1.0
1
04/03/20 06:55
107-06-2
1,1-Dichloroethene
ND
ug/L
1.0
1
04/03/20 06:55
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
1.0
1
04/03/20 06:55
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
1.0
1
04/03/20 06:55
156-60-5
1,2-Dichloropropane
ND
ug/L
1.0
1
04/03/20 06:55
78-87-5
cis-1,3-Dichloropropene
ND
ug/L
1.0
1
04/03/20 06:55
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
1.0
1
04/03/20 06:55
10061-02-6
Ethylbenzene
ND
ug/L
1.0
1
04/03/20 06:55
100-41-4
2-Hexanone
ND
ug/L
5.0
1
04/03/20 06:55
591-78-6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 31 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DUPLICATE Lab ID: 92471760011 Collected: 03/31/20 08:55 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
97
%
99
%
104
%
20.0
1
04/03/20 06:55
74-88-4
5.0
1
04/03/20 06:55
75-09-2
5.0
1
04/03/20 06:55
108-10-1
1.0
1
04/03/20 06:55
100-42-5
1.0
1
04/03/20 06:55
630-20-6
1.0
1
04/03/20 06:55
79-34-5
1.0
1
04/03/20 06:55
127-18-4
1.0
1
04/03/20 06:55
108-88-3
1.0
1
04/03/20 06:55
71-55-6
1.0
1
04/03/20 06:55
79-00-5
1.0
1
04/03/20 06:55
79-01-6
1.0
1
04/03/20 06:55
75-69-4
1.0
1
04/03/20 06:55
96-18-4
2.0
1
04/03/20 06:55
108-05-4
1.0
1
04/03/20 06:55
75-01-4
2.0
1
04/03/20 06:55
179601-23-1
1.0
1
04/03/20 06:55
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 06:55 460-00-4
04/03/20 06:55 17060-07-0
04/03/20 06:55 2037-26-5
Page 32 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: YRW-10C Lab ID: 92471760012 Collected: 03/31/20 11:05 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 11:05
pH
6.4 Std. Units
1
03/31/20 11:05
Temperature
16.9 deg C
1
03/31/20 11:05
Static Water Level
12.84 feet
1
03/31/20 11:05
Specific Conductance
669 umhos/cm
1
03/31/20 11:05
Total Well Depth
16.5 feet
1
03/31/20 11:05
Odor
NONE
1
03/31/20 11:05
Appearance
MURKY
1
03/31/20 11:05
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
26.3 ug/L
10.0
1
04/02/20 02:04
04/02/20 21:58
7440-38-2
Barium
1290 ug/L
5.0
1
04/02/20 02:04
04/02/20 21:58
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/02/20 21:58
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:58
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:58
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/02/20 21:58
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/02/20 21:58
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2017:04
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/03/20 07:13
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/03/20 07:13
107-13-1
Benzene
ND ug/L
1.0
1
04/03/20 07:13
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/03/20 07:13
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/03/20 07:13
75-27-4
Bromoform
ND ug/L
1.0
1
04/03/20 07:13
75-25-2
Bromomethane
ND ug/L
2.0
1
04/03/20 07:13
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/03/20 07:13
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/03/20 07:13
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/03/20 07:13
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/03/20 07:13
108-90-7
Chloroethane
ND ug/L
1.0
1
04/03/20 07:13
75-00-3
Chloroform
ND ug/L
5.0
1
04/03/20 07:13
67-66-3
Chloromethane
ND ug/L
1.0
1
04/03/20 07:13
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/03/20 07:13
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/03/20 07:13
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/03/20 07:13
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/03/20 07:13
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 07:13
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 07:13
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 33 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: YRW-10C Lab ID: 92471760012 Collected: 03/31/20 11:05 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
98
%
101
%
104
%
1.0
1
04/03/20 07:13
110-57-6 v2
1.0
1
04/03/20 07:13
75-34-3
1.0
1
04/03/20 07:13
107-06-2
1.0
1
04/03/20 07:13
75-35-4
1.0
1
04/03/20 07:13
156-59-2
1.0
1
04/03/20 07:13
156-60-5
1.0
1
04/03/20 07:13
78-87-5
1.0
1
04/03/20 07:13
10061-01-5
1.0
1
04/03/20 07:13
10061-02-6
1.0
1
04/03/20 07:13
100-41-4
5.0
1
04/03/20 07:13
591-78-6
20.0
1
04/03/20 07:13
74-88-4
5.0
1
04/03/20 07:13
75-09-2
5.0
1
04/03/20 07:13
108-10-1
1.0
1
04/03/20 07:13
100-42-5
1.0
1
04/03/20 07:13
630-20-6
1.0
1
04/03/20 07:13
79-34-5
1.0
1
04/03/20 07:13
127-18-4
1.0
1
04/03/20 07:13
108-88-3
1.0
1
04/03/20 07:13
71-55-6
1.0
1
04/03/20 07:13
79-00-5
1.0
1
04/03/20 07:13
79-01-6
1.0
1
04/03/20 07:13
75-69-4
1.0
1
04/03/20 07:13
96-18-4
2.0
1
04/03/20 07:13
108-05-4
1.0
1
04/03/20 07:13
75-01-4
2.0
1
04/03/20 07:13
179601-23-1
1.0
1
04/03/20 07:13
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 07:13 460-00-4
04/03/20 07:13 17060-07-0
04/03/20 07:13 2037-26-5
Page 34 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: NT-1
Lab ID: 92471760013 Collected:
03/31/20
12:10 Received: 03/31/20 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF Prepared
Analyzed
CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 12:10
pH
7 Std. Units
1
03/31/20 12:10
Temperature
15.4 deg C
1
03/31/20 12:10
Specific Conductance
172.7 umhos/cm
1
03/31/20 12:10
Odor
NONE
1
03/31/20 12:10
Appearance
MURKY
1
03/31/20 12:10
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method:
EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1 04/02/20 02:04
04/02/20 22:01
7440-38-2
Barium
47.1 ug/L
5.0
1 04/02/20 02:04
04/02/20 22:01
7440-39-3
Cadmium
ND ug/L
1.0
1 04/02/20 02:04
04/02/20 22:01
7440-43-9
Chromium
ND ug/L
5.0
1 04/02/20 02:04
04/02/20 22:01
7440-47-3
Lead
ND ug/L
5.0
1 04/02/20 02:04
04/02/20 22:01
7439-92-1
Selenium
ND ug/L
10.0
1 04/02/20 02:04
04/02/20 22:01
7782-49-2
Silver
ND ug/L
5.0
1 04/02/20 02:04
04/02/20 22:01
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1 04/06/2012:29
04/06/2017:06
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/03/20 07:31
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/03/20 07:31
107-13-1
Benzene
ND ug/L
1.0
1
04/03/20 07:31
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/03/20 07:31
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/03/20 07:31
75-27-4
Bromoform
ND ug/L
1.0
1
04/03/20 07:31
75-25-2
Bromomethane
ND ug/L
2.0
1
04/03/20 07:31
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/03/20 07:31
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/03/20 07:31
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/03/20 07:31
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/03/20 07:31
108-90-7
Chloroethane
ND ug/L
1.0
1
04/03/20 07:31
75-00-3
Chloroform
ND ug/L
5.0
1
04/03/20 07:31
67-66-3
Chloromethane
ND ug/L
1.0
1
04/03/20 07:31
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/03/20 07:31
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/03/20 07:31
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/03/20 07:31
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/03/20 07:31
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 07:31
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 07:31
106-46-7
trans-1,4-Dichloro-2-butene
ND ug/L
1.0
1
04/03/20 07:31
110-57-6 v2
1,1-Dichloroethane
ND ug/L
1.0
1
04/03/20 07:31
75-34-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM
without the written consent of Pace Analytical
Services, LLC.
Page 35 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: NT-1 Lab ID: 92471760013 Collected: 03/31/20 12:10 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
98
%
100
%
103
%
1.0
1
04/03/20 07:31
107-06-2
1.0
1
04/03/20 07:31
75-35-4
1.0
1
04/03/20 07:31
156-59-2
1.0
1
04/03/20 07:31
156-60-5
1.0
1
04/03/20 07:31
78-87-5
1.0
1
04/03/20 07:31
10061-01-5
1.0
1
04/03/20 07:31
10061-02-6
1.0
1
04/03/20 07:31
100-41-4
5.0
1
04/03/20 07:31
591-78-6
20.0
1
04/03/20 07:31
74-88-4
5.0
1
04/03/20 07:31
75-09-2
5.0
1
04/03/20 07:31
108-10-1
1.0
1
04/03/20 07:31
100-42-5
1.0
1
04/03/20 07:31
630-20-6
1.0
1
04/03/20 07:31
79-34-5
1.0
1
04/03/20 07:31
127-18-4
1.0
1
04/03/20 07:31
108-88-3
1.0
1
04/03/20 07:31
71-55-6
1.0
1
04/03/20 07:31
79-00-5
1.0
1
04/03/20 07:31
79-01-6
1.0
1
04/03/20 07:31
75-69-4
1.0
1
04/03/20 07:31
96-18-4
2.0
1
04/03/20 07:31
108-05-4
1.0
1
04/03/20 07:31
75-01-4
2.0
1
04/03/20 07:31
179601-23-1
1.0
1
04/03/20 07:31
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 07:31 460-00-4
04/03/20 07:31 17060-07-0
04/03/20 07:31 2037-26-5
Page 36 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: NT-2
Lab ID: 92471760014 Collected:
03/31/20
11:45 Received: 03/31/20 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF Prepared
Analyzed
CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 11:45
pH
6.8 Std. Units
1
03/31/20 11:45
Temperature
14.9 deg C
1
03/31/20 11:45
Specific Conductance
278.7 umhos/cm
1
03/31/20 11:45
Odor
NONE
1
03/31/20 11:45
Appearance
IRON
1
03/31/20 11:45
BACTERIA
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1 04/02/20 02:04
04/02/20 22:04
7440-38-2
Barium
47.4 ug/L
5.0
1 04/02/20 02:04
04/02/20 22:04
7440-39-3
Cadmium
ND ug/L
1.0
1 04/02/20 02:04
04/02/20 22:04
7440-43-9
Chromium
ND ug/L
5.0
1 04/02/20 02:04
04/02/20 22:04
7440-47-3
Lead
ND ug/L
5.0
1 04/02/20 02:04
04/02/20 22:04
7439-92-1
Selenium
ND ug/L
10.0
1 04/02/20 02:04
04/02/20 22:04
7782-49-2
Silver
ND ug/L
5.0
1 04/02/20 02:04
04/02/20 22:04
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1 04/06/2012:29
04/06/2017:21
7439-97-6 M1
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/03/20 07:48
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/03/20 07:48
107-13-1
Benzene
ND ug/L
1.0
1
04/03/20 07:48
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/03/20 07:48
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/03/20 07:48
75-27-4
Bromoform
ND ug/L
1.0
1
04/03/20 07:48
75-25-2
Bromomethane
ND ug/L
2.0
1
04/03/20 07:48
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/03/20 07:48
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/03/20 07:48
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/03/20 07:48
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/03/20 07:48
108-90-7
Chloroethane
ND ug/L
1.0
1
04/03/20 07:48
75-00-3
Chloroform
ND ug/L
5.0
1
04/03/20 07:48
67-66-3
Chloromethane
ND ug/L
1.0
1
04/03/20 07:48
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/03/20 07:48
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/03/20 07:48
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/03/20 07:48
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/03/20 07:48
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 07:48
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/03/20 07:48
106-46-7
trans-1,4-Dichloro-2-butene
ND ug/L
1.0
1
04/03/20 07:48
110-57-6 v2
1,1-Dichloroethane
ND ug/L
1.0
1
04/03/20 07:48
75-34-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM
without the written consent of Pace Analytical
Services, LLC.
Page 37 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: NT-2 Lab ID: 92471760014 Collected: 03/31/20 11:45 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
100
%
104
%
102
%
1.0
1
04/03/20 07:48
107-06-2
1.0
1
04/03/20 07:48
75-35-4
1.0
1
04/03/20 07:48
156-59-2
1.0
1
04/03/20 07:48
156-60-5
1.0
1
04/03/20 07:48
78-87-5
1.0
1
04/03/20 07:48
10061-01-5
1.0
1
04/03/20 07:48
10061-02-6
1.0
1
04/03/20 07:48
100-41-4
5.0
1
04/03/20 07:48
591-78-6
20.0
1
04/03/20 07:48
74-88-4
5.0
1
04/03/20 07:48
75-09-2
5.0
1
04/03/20 07:48
108-10-1
1.0
1
04/03/20 07:48
100-42-5
1.0
1
04/03/20 07:48
630-20-6
1.0
1
04/03/20 07:48
79-34-5
1.0
1
04/03/20 07:48
127-18-4
1.0
1
04/03/20 07:48
108-88-3
1.0
1
04/03/20 07:48
71-55-6
1.0
1
04/03/20 07:48
79-00-5
1.0
1
04/03/20 07:48
79-01-6
1.0
1
04/03/20 07:48
75-69-4
1.0
1
04/03/20 07:48
96-18-4
2.0
1
04/03/20 07:48
108-05-4
1.0
1
04/03/20 07:48
75-01-4
2.0
1
04/03/20 07:48
179601-23-1
1.0
1
04/03/20 07:48
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/03/20 07:48 460-00-4
04/03/20 07:48 17060-07-0
04/03/20 07:48 2037-26-5
Page 38 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: SC-2
Lab ID: 92471760015 Collected:
03/31/20
13:30 Received: 03/31/20 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF Prepared
Analyzed
CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 13:30
Collected Time
8
1
03/31/20 13:30
pH
16.5 Std. Units
1
03/31/20 13:30
Specific Conductance
337 umhos/cm
1
03/31/20 13:30
Odor
NONE
1
03/31/20 13:30
Appearance
CLEAR
1
03/31/20 13:30
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method:
EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1 04/02/20 02:04
04/04/20 19:17
7440-38-2
Barium
33.0 ug/L
5.0
1 04/02/20 02:04
04/04/20 19:17
7440-39-3
Cadmium
ND ug/L
1.0
1 04/02/20 02:04
04/04/20 19:17
7440-43-9
Chromium
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:17
7440-47-3
Lead
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:17
7439-92-1
Selenium
ND ug/L
10.0
1 04/02/20 02:04
04/04/20 19:17
7782-49-2
Silver
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:17
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1 04/06/2012:29
04/06/2017:29
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 02:38
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 02:38
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 02:38
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 02:38
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 02:38
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 02:38
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 02:38
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 02:38
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 02:38
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 02:38
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 02:38
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 02:38
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 02:38
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 02:38
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 02:38
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 02:38
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 02:38
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 02:38
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 02:38
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 02:38
106-46-7
trans-1,4-Dichloro-2-butene
ND ug/L
1.0
1
04/04/20 02:38
110-57-6 v2
1,1-Dichloroethane
ND ug/L
1.0
1
04/04/20 02:38
75-34-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM
without the written consent of Pace Analytical
Services, LLC.
Page 39 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: SC-2 Lab ID: 92471760015 Collected: 03/31/20 13:30 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
96
%
101
%
102
%
1.0
1
04/04/20 02:38
107-06-2
1.0
1
04/04/20 02:38
75-35-4
1.0
1
04/04/20 02:38
156-59-2
1.0
1
04/04/20 02:38
156-60-5
1.0
1
04/04/20 02:38
78-87-5
1.0
1
04/04/20 02:38
10061-01-5
1.0
1
04/04/20 02:38
10061-02-6
1.0
1
04/04/20 02:38
100-41-4
5.0
1
04/04/20 02:38
591-78-6
20.0
1
04/04/20 02:38
74-88-4
5.0
1
04/04/20 02:38
75-09-2
5.0
1
04/04/20 02:38
108-10-1
1.0
1
04/04/20 02:38
100-42-5
1.0
1
04/04/20 02:38
630-20-6
1.0
1
04/04/20 02:38
79-34-5
1.0
1
04/04/20 02:38
127-18-4
1.0
1
04/04/20 02:38
108-88-3
1.0
1
04/04/20 02:38
71-55-6
1.0
1
04/04/20 02:38
79-00-5
1.0
1
04/04/20 02:38
79-01-6
1.0
1
04/04/20 02:38
75-69-4
1.0
1
04/04/20 02:38
96-18-4
2.0
1
04/04/20 02:38
108-05-4
1.0
1
04/04/20 02:38
75-01-4
2.0
1
04/04/20 02:38
179601-23-1
1.0
1
04/04/20 02:38
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 02:38 460-00-4
04/04/20 02:38 17060-07-0
04/04/20 02:38 2037-26-5
Page 40 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: ST-1
Lab ID: 92471760016 Collected:
03/31/20
09:30 Received: 03/31/20 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF Prepared
Analyzed
CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 09:30
pH
7.1 Std. Units
1
03/31/20 09:30
Temperature
15.9 deg C
1
03/31/20 09:30
Specific Conductance
399.4 umhos/cm
1
03/31/20 09:30
Odor
NONE
1
03/31/20 09:30
Appearance
MURKY
1
03/31/20 09:30
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method:
EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1 04/02/20 02:04
04/04/20 19:29
7440-38-2
Barium
74.3 ug/L
5.0
1 04/02/20 02:04
04/04/20 19:29
7440-39-3
Cadmium
ND ug/L
1.0
1 04/02/20 02:04
04/04/20 19:29
7440-43-9
Chromium
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:29
7440-47-3
Lead
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:29
7439-92-1
Selenium
ND ug/L
10.0
1 04/02/20 02:04
04/04/20 19:29
7782-49-2
Silver
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:29
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1 04/06/2012:29
04/06/2017:31
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 02:56
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 02:56
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 02:56
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 02:56
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 02:56
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 02:56
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 02:56
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 02:56
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 02:56
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 02:56
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 02:56
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 02:56
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 02:56
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 02:56
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 02:56
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 02:56
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 02:56
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 02:56
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 02:56
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 02:56
106-46-7
trans-1,4-Dichloro-2-butene
ND ug/L
1.0
1
04/04/20 02:56
110-57-6 v2
1,1-Dichloroethane
ND ug/L
1.0
1
04/04/20 02:56
75-34-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM
without the written consent of Pace Analytical
Services, LLC.
Page 41 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: ST-1 Lab ID: 92471760016 Collected: 03/31/20 09:30 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
99
%
103
%
102
%
1.0
1
04/04/20 02:56
107-06-2
1.0
1
04/04/20 02:56
75-35-4
1.0
1
04/04/20 02:56
156-59-2
1.0
1
04/04/20 02:56
156-60-5
1.0
1
04/04/20 02:56
78-87-5
1.0
1
04/04/20 02:56
10061-01-5
1.0
1
04/04/20 02:56
10061-02-6
1.0
1
04/04/20 02:56
100-41-4
5.0
1
04/04/20 02:56
591-78-6
20.0
1
04/04/20 02:56
74-88-4
5.0
1
04/04/20 02:56
75-09-2
5.0
1
04/04/20 02:56
108-10-1
1.0
1
04/04/20 02:56
100-42-5
1.0
1
04/04/20 02:56
630-20-6
1.0
1
04/04/20 02:56
79-34-5
1.0
1
04/04/20 02:56
127-18-4
1.0
1
04/04/20 02:56
108-88-3
1.0
1
04/04/20 02:56
71-55-6
1.0
1
04/04/20 02:56
79-00-5
1.0
1
04/04/20 02:56
79-01-6
1.0
1
04/04/20 02:56
75-69-4
1.0
1
04/04/20 02:56
96-18-4
2.0
1
04/04/20 02:56
108-05-4
1.0
1
04/04/20 02:56
75-01-4
2.0
1
04/04/20 02:56
179601-23-1
1.0
1
04/04/20 02:56
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 02:56 460-00-4
04/04/20 02:56 17060-07-0
04/04/20 02:56 2037-26-5
Page 42 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: SC-1
Lab ID: 92471760017 Collected:
03/31/20
12:20 Received: 03/31/20 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF Prepared
Analyzed
CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 12:20
pH
7.6 Std. Units
1
03/31/20 12:20
Temperature
16.7 deg C
1
03/31/20 12:20
Specific Conductance
332 umhos/cm
1
03/31/20 12:20
Odor
NONE
1
03/31/20 12:20
Appearance
CLEAR
1
03/31/20 12:20
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method:
EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1 04/02/20 02:04
04/04/20 19:32
7440-38-2
Barium
30.0 ug/L
5.0
1 04/02/20 02:04
04/04/20 19:32
7440-39-3
Cadmium
ND ug/L
1.0
1 04/02/20 02:04
04/04/20 19:32
7440-43-9
Chromium
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:32
7440-47-3
Lead
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:32
7439-92-1
Selenium
ND ug/L
10.0
1 04/02/20 02:04
04/04/20 19:32
7782-49-2
Silver
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:32
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1 04/06/2012:29
04/06/2017:33
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 03:14
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 03:14
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 03:14
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 03:14
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 03:14
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 03:14
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 03:14
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 03:14
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 03:14
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 03:14
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 03:14
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 03:14
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 03:14
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 03:14
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 03:14
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 03:14
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 03:14
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 03:14
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 03:14
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 03:14
106-46-7
trans-1,4-Dichloro-2-butene
ND ug/L
1.0
1
04/04/20 03:14
110-57-6 v2
1,1-Dichloroethane
ND ug/L
1.0
1
04/04/20 03:14
75-34-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM
without the written consent of Pace Analytical
Services, LLC.
Page 43 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: SC-1 Lab ID: 92471760017 Collected: 03/31/20 12:20 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
102
%
99
%
100
%
1.0
1
04/04/20 03:14
107-06-2
1.0
1
04/04/20 03:14
75-35-4
1.0
1
04/04/20 03:14
156-59-2
1.0
1
04/04/20 03:14
156-60-5
1.0
1
04/04/20 03:14
78-87-5
1.0
1
04/04/20 03:14
10061-01-5
1.0
1
04/04/20 03:14
10061-02-6
1.0
1
04/04/20 03:14
100-41-4
5.0
1
04/04/20 03:14
591-78-6
20.0
1
04/04/20 03:14
74-88-4
5.0
1
04/04/20 03:14
75-09-2
5.0
1
04/04/20 03:14
108-10-1
1.0
1
04/04/20 03:14
100-42-5
1.0
1
04/04/20 03:14
630-20-6
1.0
1
04/04/20 03:14
79-34-5
1.0
1
04/04/20 03:14
127-18-4
1.0
1
04/04/20 03:14
108-88-3
1.0
1
04/04/20 03:14
71-55-6
1.0
1
04/04/20 03:14
79-00-5
1.0
1
04/04/20 03:14
79-01-6
1.0
1
04/04/20 03:14
75-69-4
1.0
1
04/04/20 03:14
96-18-4
2.0
1
04/04/20 03:14
108-05-4
1.0
1
04/04/20 03:14
75-01-4
2.0
1
04/04/20 03:14
179601-23-1
1.0
1
04/04/20 03:14
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 03:14 460-00-4
04/04/20 03:14 17060-07-0
04/04/20 03:14 2037-26-5
Page 44 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: ST-3
Lab ID: 92471760018 Collected:
03/31/20
08:15 Received: 03/31/20 14:30 Matrix: Water
Parameters
Results Units Report Limit
DF Prepared
Analyzed
CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 08:15
pH
7.2 Std. Units
1
03/31/20 08:15
Temperature
15.4 deg C
1
03/31/20 08:15
Specific Conductance
240.4 umhos/cm
1
03/31/20 08:15
Odor
NONE
1
03/31/20 08:15
Appearance
CLEAR
1
03/31/20 08:15
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method:
EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1 04/02/20 02:04
04/04/20 19:35
7440-38-2
Barium
41.2 ug/L
5.0
1 04/02/20 02:04
04/04/20 19:35
7440-39-3
Cadmium
ND ug/L
1.0
1 04/02/20 02:04
04/04/20 19:35
7440-43-9
Chromium
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:35
7440-47-3
Lead
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:35
7439-92-1
Selenium
ND ug/L
10.0
1 04/02/20 02:04
04/04/20 19:35
7782-49-2
Silver
ND ug/L
5.0
1 04/02/20 02:04
04/04/20 19:35
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1 04/06/2012:29
04/06/2017:36
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 03:32
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 03:32
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 03:32
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 03:32
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 03:32
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 03:32
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 03:32
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 03:32
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 03:32
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 03:32
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 03:32
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 03:32
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 03:32
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 03:32
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 03:32
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 03:32
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 03:32
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 03:32
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 03:32
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 03:32
106-46-7
trans-1,4-Dichloro-2-butene
ND ug/L
1.0
1
04/04/20 03:32
110-57-6 v2
1,1-Dichloroethane
ND ug/L
1.0
1
04/04/20 03:32
75-34-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM
without the written consent of Pace Analytical
Services, LLC.
Page 45 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: ST-3 Lab ID: 92471760018 Collected: 03/31/20 08:15 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
99
%
99
%
102
%
1.0
1
04/04/20 03:32
107-06-2
1.0
1
04/04/20 03:32
75-35-4
1.0
1
04/04/20 03:32
156-59-2
1.0
1
04/04/20 03:32
156-60-5
1.0
1
04/04/20 03:32
78-87-5
1.0
1
04/04/20 03:32
10061-01-5
1.0
1
04/04/20 03:32
10061-02-6
1.0
1
04/04/20 03:32
100-41-4
5.0
1
04/04/20 03:32
591-78-6
20.0
1
04/04/20 03:32
74-88-4
5.0
1
04/04/20 03:32
75-09-2
5.0
1
04/04/20 03:32
108-10-1
1.0
1
04/04/20 03:32
100-42-5
1.0
1
04/04/20 03:32
630-20-6
1.0
1
04/04/20 03:32
79-34-5
1.0
1
04/04/20 03:32
127-18-4
1.0
1
04/04/20 03:32
108-88-3
1.0
1
04/04/20 03:32
71-55-6
1.0
1
04/04/20 03:32
79-00-5
1.0
1
04/04/20 03:32
79-01-6
1.0
1
04/04/20 03:32
75-69-4
1.0
1
04/04/20 03:32
96-18-4
2.0
1
04/04/20 03:32
108-05-4
1.0
1
04/04/20 03:32
75-01-4
2.0
1
04/04/20 03:32
179601-23-1
1.0
1
04/04/20 03:32
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 03:32 460-00-4
04/04/20 03:32 17060-07-0
04/04/20 03:32 2037-26-5
Page 46 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-08 Lab ID: 92471760019 Collected: 03/31/20 08:55 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 08:55
pH
6.6 Std. Units
1
03/31/20 08:55
Temperature
17.9 deg C
1
03/31/20 08:55
Static Water Level
56.24 feet
1
03/31/20 08:55
Specific Conductance
141.2 umhos/cm
1
03/31/20 08:55
Total Well Depth
62 feet
1
03/31/20 08:55
Odor
NONE
1
03/31/20 08:55
Appearance
CLEAR
1
03/31/20 08:55
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/04/20 19:38
7440-38-2
Barium
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:38
7440-39-3
Cadmium
1.7 ug/L
1.0
1
04/02/20 02:04
04/04/20 19:38
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:38
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:38
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/04/20 19:38
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:38
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2017:38
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
25.3 ug/L
25.0
1
04/04/20 03:50
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 03:50
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 03:50
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 03:50
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 03:50
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 03:50
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 03:50
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 03:50
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 03:50
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 03:50
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 03:50
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 03:50
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 03:50
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 03:50
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 03:50
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 03:50
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 03:50
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 03:50
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 03:50
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 03:50
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 47 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-08 Lab ID: 92471760019 Collected: 03/31/20 08:55 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
95
%
100
%
101
%
1.0
1
04/04/20 03:50
110-57-6 v2
1.0
1
04/04/20 03:50
75-34-3
1.0
1
04/04/20 03:50
107-06-2
1.0
1
04/04/20 03:50
75-35-4
1.0
1
04/04/20 03:50
156-59-2
1.0
1
04/04/20 03:50
156-60-5
1.0
1
04/04/20 03:50
78-87-5
1.0
1
04/04/20 03:50
10061-01-5
1.0
1
04/04/20 03:50
10061-02-6
1.0
1
04/04/20 03:50
100-41-4
5.0
1
04/04/20 03:50
591-78-6
20.0
1
04/04/20 03:50
74-88-4
5.0
1
04/04/20 03:50
75-09-2
5.0
1
04/04/20 03:50
108-10-1
1.0
1
04/04/20 03:50
100-42-5
1.0
1
04/04/20 03:50
630-20-6
1.0
1
04/04/20 03:50
79-34-5
1.0
1
04/04/20 03:50
127-18-4
1.0
1
04/04/20 03:50
108-88-3
1.0
1
04/04/20 03:50
71-55-6
1.0
1
04/04/20 03:50
79-00-5
1.0
1
04/04/20 03:50
79-01-6
1.0
1
04/04/20 03:50
75-69-4
1.0
1
04/04/20 03:50
96-18-4
2.0
1
04/04/20 03:50
108-05-4
1.0
1
04/04/20 03:50
75-01-4
2.0
1
04/04/20 03:50
179601-23-1
1.0
1
04/04/20 03:50
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 03:50 460-00-4
04/04/20 03:50 17060-07-0
04/04/20 03:50 2037-26-5
Page 48 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-02B Lab ID: 92471760020 Collected: 03/31/20 13:05 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 13:05
pH
7.4 Std. Units
1
03/31/20 13:05
Temperature
16 deg C
1
03/31/20 13:05
Static Water Level
5.35 feet
1
03/31/20 13:05
Specific Conductance
647 umhos/cm
1
03/31/20 13:05
Total Well Depth
84.5 feet
1
03/31/20 13:05
Odor
SULFURO
1
03/31/20 13:05
US
Appearance
CLEAR
1
03/31/20 13:05
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/04/20 19:53
7440-38-2
Barium
8.1 ug/L
5.0
1
04/02/20 02:04
04/04/20 19:53
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/04/20 19:53
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:53
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:53
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/04/20 19:53
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:53
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2017:45
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 04:08
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 04:08
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 04:08
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 04:08
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 04:08
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 04:08
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 04:08
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 04:08
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 04:08
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 04:08
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 04:08
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 04:08
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 04:08
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 04:08
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 04:08
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 04:08
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 04:08
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 04:08
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 04:08
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 04:08
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 49 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-02B Lab ID: 92471760020 Collected: 03/31/20 13:05 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
2.1
ug/L
ND
ug/L
ND
ug/L
4.0
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
98
%
101
%
102
%
1.0
1
04/04/20 04:08
110-57-6 v2
1.0
1
04/04/20 04:08
75-34-3
1.0
1
04/04/20 04:08
107-06-2
1.0
1
04/04/20 04:08
75-35-4
1.0
1
04/04/20 04:08
156-59-2
1.0
1
04/04/20 04:08
156-60-5
1.0
1
04/04/20 04:08
78-87-5
1.0
1
04/04/20 04:08
10061-01-5
1.0
1
04/04/20 04:08
10061-02-6
1.0
1
04/04/20 04:08
100-41-4
5.0
1
04/04/20 04:08
591-78-6
20.0
1
04/04/20 04:08
74-88-4
5.0
1
04/04/20 04:08
75-09-2
5.0
1
04/04/20 04:08
108-10-1
1.0
1
04/04/20 04:08
100-42-5
1.0
1
04/04/20 04:08
630-20-6
1.0
1
04/04/20 04:08
79-34-5
1.0
1
04/04/20 04:08
127-18-4
1.0
1
04/04/20 04:08
108-88-3
1.0
1
04/04/20 04:08
71-55-6
1.0
1
04/04/20 04:08
79-00-5
1.0
1
04/04/20 04:08
79-01-6
1.0
1
04/04/20 04:08
75-69-4
1.0
1
04/04/20 04:08
96-18-4
2.0
1
04/04/20 04:08
108-05-4
1.0
1
04/04/20 04:08
75-01-4
2.0
1
04/04/20 04:08
179601-23-1
1.0
1
04/04/20 04:08
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 04:08 460-00-4
04/04/20 04:08 17060-07-0
04/04/20 04:08 2037-26-5
Page 50 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-02A Lab ID: 92471760021 Collected: 03/31/20 13:15 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 13:15
pH
12.4 Std. Units
1
03/31/20 13:15
Temperature
16 deg C
1
03/31/20 13:15
Static Water Level
1.10 feet
1
03/31/20 13:15
Specific Conductance
6114 umhos/cm
1
03/31/20 13:15
Total Well Depth
47 feet
1
03/31/20 13:15
Odor
some
1
03/31/20 13:15
Appearance
efforvesce
1
03/31/20 13:15
nt
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/04/20 19:56
7440-38-2
Barium
1280 ug/L
5.0
1
04/02/20 02:04
04/04/20 19:56
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/04/20 19:56
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:56
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:56
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/04/20 19:56
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:56
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2017:48
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
95.1 ug/L
25.0
1
04/04/20 04:26
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 04:26
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 04:26
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 04:26
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 04:26
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 04:26
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 04:26
74-83-9
2-Butanone (MEK)
8.8 ug/L
5.0
1
04/04/20 04:26
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 04:26
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 04:26
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 04:26
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 04:26
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 04:26
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 04:26
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 04:26
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 04:26
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 04:26
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 04:26
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 04:26
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 04:26
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 51 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-02A Lab ID: 92471760021 Collected: 03/31/20 13:15 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
99
%
98
%
103
%
1.0
1
04/04/20 04:26
110-57-6 v2
1.0
1
04/04/20 04:26
75-34-3
1.0
1
04/04/20 04:26
107-06-2
1.0
1
04/04/20 04:26
75-35-4
1.0
1
04/04/20 04:26
156-59-2
1.0
1
04/04/20 04:26
156-60-5
1.0
1
04/04/20 04:26
78-87-5
1.0
1
04/04/20 04:26
10061-01-5
1.0
1
04/04/20 04:26
10061-02-6
1.0
1
04/04/20 04:26
100-41-4
5.0
1
04/04/20 04:26
591-78-6
20.0
1
04/04/20 04:26
74-88-4
5.0
1
04/04/20 04:26
75-09-2
5.0
1
04/04/20 04:26
108-10-1
1.0
1
04/04/20 04:26
100-42-5
1.0
1
04/04/20 04:26
630-20-6
1.0
1
04/04/20 04:26
79-34-5
1.0
1
04/04/20 04:26
127-18-4
1.0
1
04/04/20 04:26
108-88-3
1.0
1
04/04/20 04:26
71-55-6
1.0
1
04/04/20 04:26
79-00-5
1.0
1
04/04/20 04:26
79-01-6
1.0
1
04/04/20 04:26
75-69-4
1.0
1
04/04/20 04:26
96-18-4
2.0
1
04/04/20 04:26
108-05-4
1.0
1
04/04/20 04:26
75-01-4
2.0
1
04/04/20 04:26
179601-23-1
1.0
1
04/04/20 04:26
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 04:26 460-00-4
04/04/20 04:26 17060-07-0
04/04/20 04:26 2037-26-5
Page 52 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-A Lab ID: 92471760022 Collected: 03/31/20 08:00 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Monitoring Well Data
Analytical Method:
Pace Analytical Services - Charlotte
Collected By
JJQ/JDS
1
03/31/20 08:00
pH
6.3 Std. Units
1
03/31/20 08:00
Temperature
18.7 deg C
1
03/31/20 08:00
Static Water Level
38.60 feet
1
03/31/20 08:00
Specific Conductance
72.4 umhos/cm
1
03/31/20 08:00
Total Well Depth
45 feet
1
03/31/20 08:00
Odor
SULFURO
1
03/31/20 08:00
US
Appearance
CLEAR
1
03/31/20 08:00
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Arsenic
ND ug/L
10.0
1
04/02/20 02:04
04/04/20 19:59
7440-38-2
Barium
22.6 ug/L
5.0
1
04/02/20 02:04
04/04/20 19:59
7440-39-3
Cadmium
ND ug/L
1.0
1
04/02/20 02:04
04/04/20 19:59
7440-43-9
Chromium
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:59
7440-47-3
Lead
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:59
7439-92-1
Selenium
ND ug/L
10.0
1
04/02/20 02:04
04/04/20 19:59
7782-49-2
Silver
ND ug/L
5.0
1
04/02/20 02:04
04/04/20 19:59
7440-22-4
7470 Mercury
Analytical Method: EPA 7470A Preparation Method:
EPA 7470A
Pace Analytical Services -Asheville
Mercury
ND ug/L
0.20
1
04/06/2012:29
04/06/2017:50
7439-97-6
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND ug/L
25.0
1
04/04/20 04:44
67-64-1
Acrylonitrile
ND ug/L
10.0
1
04/04/20 04:44
107-13-1
Benzene
ND ug/L
1.0
1
04/04/20 04:44
71-43-2
Bromochloromethane
ND ug/L
1.0
1
04/04/20 04:44
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
04/04/20 04:44
75-27-4
Bromoform
ND ug/L
1.0
1
04/04/20 04:44
75-25-2
Bromomethane
ND ug/L
2.0
1
04/04/20 04:44
74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
04/04/20 04:44
78-93-3
Carbon disulfide
ND ug/L
2.0
1
04/04/20 04:44
75-15-0
Carbon tetrachloride
ND ug/L
1.0
1
04/04/20 04:44
56-23-5
Chlorobenzene
ND ug/L
1.0
1
04/04/20 04:44
108-90-7
Chloroethane
ND ug/L
1.0
1
04/04/20 04:44
75-00-3
Chloroform
ND ug/L
5.0
1
04/04/20 04:44
67-66-3
Chloromethane
ND ug/L
1.0
1
04/04/20 04:44
74-87-3
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
04/04/20 04:44
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
04/04/20 04:44
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
04/04/20 04:44
106-93-4
Dibromomethane
ND ug/L
1.0
1
04/04/20 04:44
74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 04:44
95-50-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
04/04/20 04:44
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 53 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: DMW-A Lab ID: 92471760022 Collected: 03/31/20 08:00 Received: 03/31/20 14:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
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-pentanone (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
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 04/13/2020 12:56 PM
Analytical Method: EPA 8260D
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
98
%
101
%
103
%
1.0
1
04/04/20 04:44
110-57-6 v2
1.0
1
04/04/20 04:44
75-34-3
1.0
1
04/04/20 04:44
107-06-2
1.0
1
04/04/20 04:44
75-35-4
1.0
1
04/04/20 04:44
156-59-2
1.0
1
04/04/20 04:44
156-60-5
1.0
1
04/04/20 04:44
78-87-5
1.0
1
04/04/20 04:44
10061-01-5
1.0
1
04/04/20 04:44
10061-02-6
1.0
1
04/04/20 04:44
100-41-4
5.0
1
04/04/20 04:44
591-78-6
20.0
1
04/04/20 04:44
74-88-4
5.0
1
04/04/20 04:44
75-09-2
5.0
1
04/04/20 04:44
108-10-1
1.0
1
04/04/20 04:44
100-42-5
1.0
1
04/04/20 04:44
630-20-6
1.0
1
04/04/20 04:44
79-34-5
1.0
1
04/04/20 04:44
127-18-4
1.0
1
04/04/20 04:44
108-88-3
1.0
1
04/04/20 04:44
71-55-6
1.0
1
04/04/20 04:44
79-00-5
1.0
1
04/04/20 04:44
79-01-6
1.0
1
04/04/20 04:44
75-69-4
1.0
1
04/04/20 04:44
96-18-4
2.0
1
04/04/20 04:44
108-05-4
1.0
1
04/04/20 04:44
75-01-4
2.0
1
04/04/20 04:44
179601-23-1
1.0
1
04/04/20 04:44
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
04/04/20 04:44 460-00-4
04/04/20 04:44 17060-07-0
04/04/20 04:44 2037-26-5
Page 54 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: TRIP BLANK
Lab ID: 92471760023 Collected:
03/31/20
00:00
Received: 03/31/20 14:30 Matrix: Water
Parameters
Results
Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
8260D MSV Low Level Landfill
Analytical Method:
EPA 8260D
Pace Analytical
Services - Charlotte
Acetone
ND
ug/L
25.0
1
04/03/20 03:52
67-64-1
Acrylonitrile
ND
ug/L
10.0
1
04/03/20 03:52
107-13-1
Benzene
ND
ug/L
1.0
1
04/03/20 03:52
71-43-2
Bromochloromethane
ND
ug/L
1.0
1
04/03/20 03:52
74-97-5
Bromodichloromethane
ND
ug/L
1.0
1
04/03/20 03:52
75-27-4
Bromoform
ND
ug/L
1.0
1
04/03/20 03:52
75-25-2
Bromomethane
ND
ug/L
2.0
1
04/03/20 03:52
74-83-9 IH
2-Butanone (MEK)
ND
ug/L
5.0
1
04/03/20 03:52
78-93-3
Carbon disulfide
ND
ug/L
2.0
1
04/03/20 03:52
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
1
04/03/20 03:52
56-23-5
Chlorobenzene
ND
ug/L
1.0
1
04/03/20 03:52
108-90-7
Chloroethane
ND
ug/L
1.0
1
04/03/20 03:52
75-00-3
Chloroform
ND
ug/L
5.0
1
04/03/20 03:52
67-66-3
Chloromethane
ND
ug/L
1.0
1
04/03/20 03:52
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
5.0
1
04/03/20 03:52
96-12-8
Dibromochloromethane
ND
ug/L
1.0
1
04/03/20 03:52
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
1
04/03/20 03:52
106-93-4
Dibromomethane
ND
ug/L
1.0
1
04/03/20 03:52
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
1
04/03/20 03:52
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
1
04/03/20 03:52
106-46-7
trans-1,4-Dichloro-2-butene
ND
ug/L
1.0
1
04/03/20 03:52
110-57-6
1,1-Dichloroethane
ND
ug/L
1.0
1
04/03/20 03:52
75-34-3
1,2-Dichloroethane
ND
ug/L
1.0
1
04/03/20 03:52
107-06-2
1,1-Dichloroethene
ND
ug/L
1.0
1
04/03/20 03:52
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
1.0
1
04/03/20 03:52
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
1.0
1
04/03/20 03:52
156-60-5
1,2-Dichloropropene
ND
ug/L
1.0
1
04/03/20 03:52
78-87-5
cis-1,3-Dichloropropene
ND
ug/L
1.0
1
04/03/20 03:52
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
1.0
1
04/03/20 03:52
10061-02-6
Ethylbenzene
ND
ug/L
1.0
1
04/03/20 03:52
100-41-4
2-Hexanone
ND
ug/L
5.0
1
04/03/20 03:52
591-78-6
lodomethane
ND
ug/L
20.0
1
04/03/20 03:52
74-88-4
Methylene Chloride
ND
ug/L
5.0
1
04/03/20 03:52
75-09-2
4-Methyl-2-pentanone (MIBK)
ND
ug/L
5.0
1
04/03/20 03:52
108-10-1
Styrene
ND
ug/L
1.0
1
04/03/20 03:52
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
1.0
1
04/03/20 03:52
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
1.0
1
04/03/20 03:52
79-34-5
Tetrachloroethene
ND
ug/L
1.0
1
04/03/20 03:52
127-18-4
Toluene
ND
ug/L
1.0
1
04/03/20 03:52
108-88-3
1,1,1-Trichloroethane
ND
ug/L
1.0
1
04/03/20 03:52
71-55-6
1,1,2-Trichloroethane
ND
ug/L
1.0
1
04/03/20 03:52
79-00-5
Trichloroethene
ND
ug/L
1.0
1
04/03/20 03:52
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
04/03/20 03:52
75-69-4
1,2,3-Trichloropropane
ND
ug/L
1.0
1
04/03/20 03:52
96-18-4
Vinyl acetate
ND
ug/L
2.0
1
04/03/20 03:52
108-05-4
Vinyl chloride
ND
ug/L
1.0
1
04/03/20 03:52
75-01-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 55 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Former York Road Landfill
Pace Project No.: 92471760
Sample: TRIP BLANK
Parameters
Lab ID: 92471760023 Collected: 03/31/20 00:00
Results Units Report Limit DF
Received: 03/31/20 14:30 Matrix: Water
Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
m&p-Xylene
ND ug/L
2.0
1
04/03/20 03:52
179601-23-1
o-Xylene
ND ug/L
1.0
1
04/03/20 03:52
95-47-6
Surrogates
4-Bromofluorobenzene (S)
104 %
70-130
1
04/03/20 03:52
460-00-4
1,2-Dichloroethane-d4 (S)
99 %
70-130
1
04/03/20 03:52
17060-07-0
Toluene-d8(S)
99 %
70-130
1
04/03/20 03:52
2037-26-5
Date: 04/13/2020 12:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 56 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
QC Batch: 534542 Analysis Method: EPA 7470A
QC Batch Method: EPA 7470A Analysis Description: 7470 Mercury
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92471760001, 92471760002, 92471760003, 92471760004, 92471760005, 92471760006, 92471760007,
92471760008,92471760009,92471760010,92471760011,92471760012,92471760013
METHOD BLANK: 2852558 Matrix: Water
Associated Lab Samples: 92471760001, 92471760002, 92471760003, 92471760004, 92471760005, 92471760006, 92471760007,
92471760008,92471760009,92471760010,92471760011,92471760012,92471760013
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Mercury ug/L ND 0.20 04/06/2015:57
LABORATORY CONTROL SAMPLE: 2852559
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Mercury ug/L 2.5 2.4 97 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2852560 2852561
MS MSD
92471573004 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Mercury ug/L <0.10 2.5 2.5 2.4 2.4 98 96 75-125 1
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 57 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
QC Batch: 534544 Analysis Method: EPA 7470A
QC Batch Method: EPA 7470A Analysis Description: 7470 Mercury
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92471760014, 92471760015, 92471760016, 92471760017, 92471760018, 92471760019, 92471760020,
92471760021,92471760022
METHOD BLANK: 2852567 Matrix: Water
Associated Lab Samples: 92471760014, 92471760015, 92471760016, 92471760017, 92471760018, 92471760019, 92471760020,
92471760021,92471760022
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Mercury ug/L ND 0.20 04/06/2017:13
LABORATORY CONTROL SAMPLE: 2852568
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Mercury ug/L 2.5 2.5 101 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2852569 2852570
MS MSD
92471760014 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Mercury ug/L ND 2.5 2.5 1.8 1.8 73 71 75-125 3 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2852571 2852572
MS MSD
92471610001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Mercury ug/L ND 2.5 2.5 2.5 2.6 98 102 75-125 4
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 58 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
QC Batch: 533901 Analysis Method: EPA 6010D
QC Batch Method: EPA 3010A Analysis Description: 6010 MET
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92471760001, 92471760002, 92471760003, 92471760004, 92471760005, 92471760006, 92471760007,
92471760008,92471760009,92471760010,92471760011,92471760012,92471760013,92471760014
METHOD BLANK: 2849686
Matrix:
Water
Associated Lab Samples:
92471760001, 92471760002, 92471760003, 92471760004, 92471760005,
92471760006, 92471760007,
92471760008,92471760009,92471760010,92471760011,92471760012,92471760013,92471760014
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Arsenic
ug/L
ND
10.0
04/02/20 20:28
Barium
ug/L
ND
5.0
04/02/20 20:28
Cadmium
ug/L
ND
1.0
04/02/20 20:28
Chromium
ug/L
ND
5.0
04/02/20 20:28
Lead
ug/L
ND
5.0
04/02/20 20:28
Selenium
ug/L
ND
10.0
04/02/20 20:28
Silver
ug/L
ND
5.0
04/02/20 20:28
LABORATORY CONTROL SAMPLE:
Parameter
2849687
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Arsenic
ug/L
500
452
90
80-120
Barium
ug/L
500
476
95
80-120
Cadmium
ug/L
500
479
96
80-120
Chromium
ug/L
500
481
96
80-120
Lead
ug/L
500
476
95
80-120
Selenium
ug/L
500
480
96
80-120
Silver
ug/L
250
238
95
80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2849688
2849689
MS
MSD
92470953001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Arsenic
ug/L
22.4
500
500
542
534
104
102
75-125
2
Barium
ug/L
ND
500
500
508
505
101
101
75-125
1
Cadmium
ug/L
ND
500
500
484
481
97
96
75-125
1
Chromium
ug/L
ND
500
500
500
497
99
98
75-125
1
Lead
ug/L
ND
500
500
487
484
97
97
75-125
1
Selenium
ug/L
ND
500
500
556
566
111
113
75-125
2
Silver
ug/L
ND
250
250
295
293
118
117
75-125
1
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 59 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
QC Batch: 533902 Analysis Method: EPA 6010D
QC Batch Method: EPA 3010A Analysis Description: 6010 MET
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92471760015, 92471760016, 92471760017, 92471760018, 92471760019, 92471760020, 92471760021,
92471760022
METHOD BLANK: 2849690
Matrix:
Water
Associated Lab Samples:
92471760015, 92471760016, 92471760017, 92471760018, 92471760019,
92471760020, 92471760021,
92471760022
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Arsenic
ug/L
ND
10.0
04/04/2018:59
Barium
ug/L
ND
5.0
04/04/2018:59
Cadmium
ug/L
ND
1.0
04/04/2018:59
Chromium
ug/L
ND
5.0
04/04/2018:59
Lead
ug/L
ND
5.0
04/04/2018:59
Selenium
ug/L
ND
10.0
04/04/2018:59
Silver
ug/L
ND
5.0
04/04/2018:59
LABORATORY CONTROL SAMPLE:
Parameter
2849691
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Arsenic
ug/L
500
446
89
80-120
Barium
ug/L
500
469
94
80-120
Cadmium
ug/L
500
469
94
80-120
Chromium
ug/L
500
469
94
80-120
Lead
ug/L
500
471
94
80-120
Selenium
ug/L
500
474
95
80-120
Silver
ug/L
250
237
95
80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2849692
2849693
MS
MSD
92471760015
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Arsenic
ug/L
ND
500
500
494
482
99
96
75-125
2
Barium
ug/L
33.0
500
500
531
522
100
98
75-125
2
Cadmium
ug/L
ND
500
500
498
489
100
98
75-125
2
Chromium
ug/L
ND
500
500
502
493
100
98
75-125
2
Lead
ug/L
ND
500
500
497
487
99
97
75-125
2
Selenium
ug/L
ND
500
500
523
513
105
103
75-125
2
Silver
ug/L
ND
250
250
252
247
101
99
75-125
2
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 60 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
QC Batch: 534092 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92471760023
METHOD BLANK: 2850477
Associated Lab Samples: 92471760023
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
04/03/20 03:00
1,1,1-Trichloroethane
ug/L
ND
1.0
04/03/20 03:00
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
04/03/20 03:00
1,1,2-Trichloroethane
ug/L
ND
1.0
04/03/20 03:00
1,1-Dichloroethane
ug/L
ND
1.0
04/03/20 03:00
1,1-Dichloroethene
ug/L
ND
1.0
04/03/20 03:00
1,2,3-Trichloropropane
ug/L
ND
1.0
04/03/20 03:00
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
04/03/20 03:00
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
04/03/20 03:00
1,2-Dichlorobenzene
ug/L
ND
1.0
04/03/20 03:00
1,2-Dichloroethane
ug/L
ND
1.0
04/03/20 03:00
1,2-Dichloropropane
ug/L
ND
1.0
04/03/20 03:00
1,4-Dichlorobenzene
ug/L
ND
1.0
04/03/20 03:00
2-Butanone (MEK)
ug/L
ND
5.0
04/03/20 03:00
2-Hexanone
ug/L
ND
5.0
04/03/20 03:00
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
04/03/20 03:00
Acetone
ug/L
ND
25.0
04/03/20 03:00
Acrylonitrile
ug/L
ND
10.0
04/03/20 03:00
Benzene
ug/L
ND
1.0
04/03/20 03:00
Bromochloromethane
ug/L
ND
1.0
04/03/20 03:00
Bromodichloromethane
ug/L
ND
1.0
04/03/20 03:00
Bromoform
ug/L
ND
1.0
04/03/20 03:00
Bromomethane
ug/L
ND
2.0
04/03/20 03:00
Carbon disulfide
ug/L
ND
2.0
04/03/20 03:00
Carbon tetrachloride
ug/L
ND
1.0
04/03/20 03:00
Chlorobenzene
ug/L
ND
1.0
04/03/20 03:00
Chloroethane
ug/L
ND
1.0
04/03/20 03:00
Chloroform
ug/L
ND
5.0
04/03/20 03:00
Chloromethane
ug/L
ND
1.0
04/03/20 03:00
cis-1,2-Dichloroethene
ug/L
ND
1.0
04/03/20 03:00
cis-1,3-Dichloropropene
ug/L
ND
1.0
04/03/20 03:00
Dibromochloromethane
ug/L
ND
1.0
04/03/20 03:00
Dibromomethane
ug/L
ND
1.0
04/03/20 03:00
Ethylbenzene
ug/L
ND
1.0
04/03/20 03:00
lodomethane
ug/L
ND
20.0
04/03/20 03:00
m&p-Xylene
ug/L
ND
2.0
04/03/20 03:00
Methylene Chloride
ug/L
ND
5.0
04/03/20 03:00
o-Xylene
ug/L
ND
1.0
04/03/20 03:00
Styrene
ug/L
ND
1.0
04/03/20 03:00
Tetrachloroethene
ug/L
ND
1.0
04/03/20 03:00
IH
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 61 of 103

Pace Analytical Services, LLC
lac,
Analyilcal ® 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
METHOD BLANK: 2850477
Matrix:
Water
Associated Lab Samples: 92471760023
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Toluene
ug/L
ND
1.0
04/03/20 03:00
trans-1,2-Dichloroethene
ug/L
ND
1.0
04/03/20 03:00
trans- 1,3-Dichloropropene
ug/L
ND
1.0
04/03/20 03:00
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
04/03/20 03:00
Trichloroethene
ug/L
ND
1.0
04/03/20 03:00
Trichlorofluoromethane
ug/L
ND
1.0
04/03/20 03:00
Vinyl acetate
ug/L
ND
2.0
04/03/20 03:00
Vinyl chloride
ug/L
ND
1.0
04/03/20 03:00
1,2-Dichloroethane-d4 (S)
%
100
70-130
04/03/20 03:00
4-Bromofluorobenzene (S)
%
101
70-130
04/03/20 03:00
Toluene-d8 (S)
%
100
70-130
04/03/20 03:00
LABORATORY CONTROL SAMPLE: 2850478
Spike
LCS
LCS %
Rec
Parameter
Units
Conc.
Result
% Rec Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
52.8
106
70-130
1,1,1-Trichloroethane
ug/L
50
52.4
105
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
52.5
105
70-130
1,1,2-Trichloroethane
ug/L
50
51.3
103
70-130
1,1-Dichloroethane
ug/L
50
51.8
104
70-130
1,1-Dichloroethene
ug/L
50
54.6
109
70-130
1,2,3-Trichloropropane
ug/L
50
52.4
105
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
55.5
111
70-130
1,2-Dibromoethane (EDB)
ug/L
50
55.7
111
70-130
1,2-Dichlorobenzene
ug/L
50
52.6
105
70-130
1,2-Dichloroethane
ug/L
50
50.9
102
70-130
1,2-Dichloropropane
ug/L
50
51.7
103
70-130
1,4-Dichlorobenzene
ug/L
50
51.8
104
70-130
2-Butanone (MEK)
ug/L
100
106
106
64-135
2-Hexanone
ug/L
100
108
108
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
107
107
70-130
Acetone
ug/L
100
110
110
61-157
Acrylonitrile
ug/L
250
245
98
61-143
Benzene
ug/L
50
52.4
105
70-130
Bromochloromethane
ug/L
50
51.7
103
70-130
Bromodichloromethane
ug/L
50
56.3
113
70-130
Bromoform
ug/L
50
53.9
108
70-130
Bromomethane
ug/L
50
40.9
82
38-130lH
Carbon disulfide
ug/L
50
58.4
117
68-130
Carbon tetrachloride
ug/L
50
54.2
108
70-130
Chlorobenzene
ug/L
50
52.9
106
70-130
Chloroethane
ug/L
50
47.8
96
37-142
Chloroform
ug/L
50
52.6
105
70-130
Chloromethane
ug/L
50
47.2
94
48-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 62 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
LABORATORY CONTROL SAMPLE:
Parameter
2850478
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
cis-1,2-Dichloroethene
ug/L
50
52.1
104
70-130
cis-1,3-Dichloropropene
ug/L
50
53.0
106
70-130
Dibromochloromethane
ug/L
50
55.2
110
70-130
Dibromomethane
ug/L
50
50.9
102
70-130
Ethylbenzene
ug/L
50
50.1
100
70-130
lodomethane
ug/L
100
84.9
85
40-130
m&p-Xylene
ug/L
100
100
100
70-130
Methylene Chloride
ug/L
50
53.0
106
67-132
o-Xylene
ug/L
50
50.9
102
70-131
Styrene
ug/L
50
54.3
109
70-130
Tetrachloroethene
ug/L
50
51.7
103
69-130
Toluene
ug/L
50
50.6
101
70-130
trans-1,2-Dichloroethene
ug/L
50
54.2
108
70-130
trans- 1,3-Dichloropropene
ug/L
50
52.6
105
70-130
trans-1,4-Dichloro-2-butene
ug/L
50
48.2
96
35-189
Trichloroethene
ug/L
50
51.1
102
70-130
Trichlorofluoromethane
ug/L
50
48.7
97
63-130
Vinyl acetate
ug/L
100
117
117
55-143
Vinyl chloride
ug/L
50
58.4
117
70-131
1,2-Dichloroethane-d4 (S)
%
92
70-130
4-Bromofluorobenzene (S)
%
99
70-130
Toluene-d8 (S)
%
100
70-130
Qualifiers
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2850479
MS
92470644008 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
2850480
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
20
20
20.7
21.4
103
107
73-134
3
1,1,1-Trichloroethane
ug/L
ND
20
20
22.1
23.0
110
115
82-143
4
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
19.3
19.9
97
99
70-136
3
1,1,2-Trichloroethane
ug/L
ND
20
20
20.4
19.8
102
99
70-135
3
1,1-Dichloroethane
ug/L
ND
20
20
21.4
22.4
107
112
70-139
5
1,1-Dichloroethene
ug/L
ND
20
20
23.7
24.0
119
120
70-154
1
1,2,3-Trichloropropane
ug/L
ND
20
20
19.4
19.3
97
97
71-137
0
1,2-Dibromo-3-chloropropane
ug/L
ND
20
20
22.1
21.3
110
106
65-134
4
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
20.4
21.4
102
107
70-137
5
1,2-Dichlorobenzene
ug/L
ND
20
20
20.6
20.7
103
103
70-133
0
1,2-Dichloroethane
ug/L
ND
20
20
21.6
21.6
108
108
70-137
0
1,2-Dichloropropene
ug/L
ND
20
20
21.0
20.8
105
104
70-140
1
1,4-Dichlorobenzene
ug/L
ND
20
20
20.6
20.8
103
104
70-133
1
2-Butanone (MEK)
ug/L
ND
40
40
42.1
40.7
105
102
60-139
3
2-Hexanone
ug/L
ND
40
40
38.0
37.8
95
95
65-138
0
4-Methyl-2-pentanone (MIBK)
ug/L
ND
40
40
39.1
38.7
98
97
65-135
1
Acetone
ug/L
ND
40
40
42.6
43.3
106
108
60-148
2
Acrylonitrile
ug/L
ND
100
100
106
106
106
106
64-147
0
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 63 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2850479
MS
92470644008 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
2850480
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
Benzene
ug/L
ND
20
20
21.3
21.4
107
107
70-151
0
Bromochloromethane
ug/L
ND
20
20
22.2
22.2
111
111
70-141
0
Bromodichloromethane
ug/L
ND
20
20
23.0
23.0
115
115
70-138
0
Bromoform
ug/L
ND
20
20
22.7
23.0
114
115
63-130
1
Bromomethane
ug/L
ND
20
20
28.1
29.8
140
149
15-152
61H
Carbon disulfide
ug/L
ND
20
20
24.3
24.1
121
120
69-149
1
Carbon tetrachloride
ug/L
ND
20
20
26.0
25.3
130
127
70-143
3
Chlorobenzene
ug/L
ND
20
20
20.4
20.8
102
104
70-138
2
Chloroethane
ug/L
ND
20
20
22.6
22.6
113
113
52-163
0
Chloroform
ug/L
ND
20
20
22.8
23.5
114
117
70-139
3
Chloromethane
ug/L
ND
20
20
19.3
19.3
97
96
41-139
0
cis-1,2-Dichloroethene
ug/L
ND
20
20
21.5
22.1
108
111
70-141
3
cis-1,3-Dichloropropene
ug/L
ND
20
20
20.9
21.5
105
107
70-137
3
Dibromochloromethane
ug/L
ND
20
20
21.6
22.0
108
110
70-134
2
Dibromomethane
ug/L
ND
20
20
21.2
20.6
106
103
70-138
3
Ethylbenzene
ug/L
ND
20
20
19.9
20.1
99
101
66-153
1
lodomethane
ug/L
ND
40
40
33.0
33.7
83
84
20-138
2
m&p-Xylene
ug/L
ND
40
40
39.6
40.4
99
101
69-152
2
Methylene Chloride
ug/L
ND
20
20
22.8
22.8
114
114
42-159
0
o-Xylene
ug/L
ND
20
20
19.6
20.2
98
101
70-148
3
Styrene
ug/L
ND
20
20
20.2
21.2
101
106
70-135
5
Tetrachloroethene
ug/L
ND
20
20
19.7
20.8
98
104
59-143
5
Toluene
ug/L
ND
20
20
20.4
20.0
102
100
59-148
2
trans-1,2-Dichloroethene
ug/L
ND
20
20
22.8
23.2
114
116
70-146
1
trans- 1,3-Dichloropropene
ug/L
ND
20
20
22.2
21.1
111
105
70-135
5
trans-1,4-Dichloro-2-butene
ug/L
ND
20
20
23.7
23.3
118
116
47-135
2
Trichloroethene
ug/L
ND
20
20
21.8
21.7
109
109
70-147
0
Trichlorofluoromethane
ug/L
ND
20
20
22.8
22.8
114
114
70-148
0
Vinyl acetate
ug/L
ND
40
40
46.5
46.5
116
116
49-151
0
Vinyl chloride
ug/L
ND
20
20
24.6
25.0
123
125
70-156
2
1,2-Dichloroethane-d4 (S)
%
104
104
70-130
4-Bromofluorobenzene (S)
%
100
100
70-130
Toluene-d8(S)
%
101
98
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC.
Page 64 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
QC Batch: 534093 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92471760006, 92471760007, 92471760008, 92471760009, 92471760010, 92471760011, 92471760012,
92471760013,92471760014
METHOD BLANK: 2850491
Matrix: Water
Associated Lab Samples: 92471760006,92471760007,92471760008,92471760009,92471760010,92471760011,92471760012,
92471760013,92471760014
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
04/02/20 23:43
1,1,1-Trichloroethane
ug/L
ND
1.0
04/02/20 23:43
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
04/02/20 23:43
1,1,2-Trichloroethane
ug/L
ND
1.0
04/02/20 23:43
1,1-Dichloroethane
ug/L
ND
1.0
04/02/20 23:43
1,1-Dichloroethene
ug/L
ND
1.0
04/02/20 23:43
1,2,3-Trichloropropane
ug/L
ND
1.0
04/02/20 23:43
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
04/02/20 23:43
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
04/02/20 23:43
1,2-Dichlorobenzene
ug/L
ND
1.0
04/02/20 23:43
1,2-Dichloroethane
ug/L
ND
1.0
04/02/20 23:43
1,2-Dichloropropane
ug/L
ND
1.0
04/02/20 23:43
1,4-Dichlorobenzene
ug/L
ND
1.0
04/02/20 23:43
2-Butanone (MEK)
ug/L
ND
5.0
04/02/20 23:43
2-Hexanone
ug/L
ND
5.0
04/02/20 23:43
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
04/02/20 23:43
Acetone
ug/L
ND
25.0
04/02/20 23:43
Acrylonitrile
ug/L
ND
10.0
04/02/20 23:43
Benzene
ug/L
ND
1.0
04/02/20 23:43
Bromochloromethane
ug/L
ND
1.0
04/02/20 23:43
Bromodichloromethane
ug/L
ND
1.0
04/02/20 23:43
Bromoform
ug/L
ND
1.0
04/02/20 23:43
Bromomethane
ug/L
ND
2.0
04/02/20 23:43
Carbon disulfide
ug/L
ND
2.0
04/02/20 23:43
Carbon tetrachloride
ug/L
ND
1.0
04/02/20 23:43
Chlorobenzene
ug/L
ND
1.0
04/02/20 23:43
Chloroethane
ug/L
ND
1.0
04/02/20 23:43
Chloroform
ug/L
ND
5.0
04/02/20 23:43
Chloromethane
ug/L
ND
1.0
04/02/20 23:43
cis-1,2-Dichloroethene
ug/L
ND
1.0
04/02/20 23:43
cis-1,3-Dichloropropene
ug/L
ND
1.0
04/02/20 23:43
Dibromochloromethane
ug/L
ND
1.0
04/02/20 23:43
Dibromomethane
ug/L
ND
1.0
04/02/20 23:43
Ethylbenzene
ug/L
ND
1.0
04/02/20 23:43
lodomethane
ug/L
ND
20.0
04/02/20 23:43
m&p-Xylene
ug/L
ND
2.0
04/02/20 23:43
Methylene Chloride
ug/L
ND
5.0
04/02/20 23:43
o-Xylene
ug/L
ND
1.0
04/02/20 23:43
Styrene
ug/L
ND
1.0
04/02/20 23:43
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 65 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
METHOD BLANK: 2850491 Matrix: Water
Associated Lab Samples: 92471760006, 92471760007, 92471760008, 92471760009, 92471760010, 92471760011, 92471760012,
92471760013,92471760014
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Tetrachloroethene
ug/L
ND
1.0
04/02/20 23:43
Toluene
ug/L
ND
1.0
04/02/20 23:43
trans-1,2-Dichloroethene
ug/L
ND
1.0
04/02/20 23:43
trans- 1,3-Dichloropropene
ug/L
ND
1.0
04/02/20 23:43
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
04/02/20 23:43 v2
Trichloroethene
ug/L
ND
1.0
04/02/20 23:43
Trichlorofluoromethane
ug/L
ND
1.0
04/02/20 23:43
Vinyl acetate
ug/L
ND
2.0
04/02/20 23:43
Vinyl chloride
ug/L
ND
1.0
04/02/20 23:43
1,2-Dichloroethane-d4 (S)
%
99
70-130
04/02/20 23:43
4-Bromofluorobenzene (S)
%
98
70-130
04/02/20 23:43
Toluene-d8 (S)
%
104
70-130
04/02/20 23:43
LABORATORY CONTROL SAMPLE:
Parameter
2850492
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
55.3
111
70-130
1,1,1-Trichloroethane
ug/L
50
53.7
107
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
51.1
102
70-130
1,1,2-Trichloroethane
ug/L
50
55.7
111
70-130
1,1-Dichloroethane
ug/L
50
50.4
101
70-130
1,1-Dichloroethene
ug/L
50
51.1
102
70-130
1,2,3-Trichloropropane
ug/L
50
51.8
104
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
52.4
105
70-130
1,2-Dibromoethane (EDB)
ug/L
50
53.7
107
70-130
1,2-Dichlorobenzene
ug/L
50
51.5
103
70-130
1,2-Dichloroethane
ug/L
50
52.1
104
70-130
1,2-Dichloropropane
ug/L
50
52.2
104
70-130
1,4-Dichlorobenzene
ug/L
50
52.0
104
70-130
2-Butanone (MEK)
ug/L
100
103
103
64-135
2-Hexanone
ug/L
100
105
105
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
101
101
70-130
Acetone
ug/L
100
113
113
61-157
Acrylonitrile
ug/L
250
241
96
61-143
Benzene
ug/L
50
53.6
107
70-130
Bromochloromethane
ug/L
50
51.4
103
70-130
Bromodichloromethane
ug/L
50
52.1
104
70-130
Bromoform
ug/L
50
51.1
102
70-130
Bromomethane
ug/L
50
54.1
108
38-130
Carbon disulfide
ug/L
50
52.4
105
68-130
Carbon tetrachloride
ug/L
50
54.7
109
70-130
Chlorobenzene
ug/L
50
52.4
105
70-130
Chloroethane
ug/L
50
43.4
87
37-142
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 66 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
LABORATORY CONTROL SAMPLE:
Parameter
2850492
Units
Spike LCS
Conc. Result
Chloroform
ug/L
50
Chloromethane
ug/L
50
cis-1,2-Dichloroethene
ug/L
50
cis-1,3-Dichloropropene
ug/L
50
Dibromochloromethane
ug/L
50
Dibromomethane
ug/L
50
Ethylbenzene
ug/L
50
lodomethane
ug/L
100
m&p-Xylene
ug/L
100
Methylene Chloride
ug/L
50
o-Xylene
ug/L
50
Styrene
ug/L
50
Tetrachloroethene
ug/L
50
Toluene
ug/L
50
trans-1,2-Dichloroethene
ug/L
50
trans- 1,3-Dichloropropene
ug/L
50
trans-1,4-Dichloro-2-butene
ug/L
50
Trichloroethene
ug/L
50
Trichlorofluoromethane
ug/L
50
Vinyl acetate
ug/L
100
Vinyl chloride
ug/L
50
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8 (S)
%
LCS
% Rec
% Rec
Limits Qualifiers
52.7
105
70-130
45.0
90
48-130
51.4
103
70-130
52.1
104
70-130
55.1
110
70-130
51.5
103
70-130
51.8
104
70-130
93.2
93
40-130
103
103
70-130
51.3
103
67-132
51.5
103
70-131
52.3
105
70-130
49.0
98
69-130
51.2
102
70-130
50.1
100
70-130
52.9
106
70-130
35.1
70
35-189 v3
53.0
106
70-130
46.6
93
63-130
112
112
55-143
52.7
105
70-131
103
70-130
104
70-130
100
70-130
MATRIX SPIKE SAMPLE:
Parameter
2850494
Units
92470983001
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
20
22.5
113
73-134
1,1,1-Trichloroethane
ug/L
ND
20
22.7
113
82-143
1,1,2,2-Tetrachloroethane
ug/L
ND
20
21.4
107
70-136
1,1,2-Trichloroethane
ug/L
ND
20
22.2
111
70-135
1,1-Dichloroethane
ug/L
ND
20
21.6
108
70-139
1,1-Dichloroethene
ug/L
ND
20
23.2
116
70-154
1,2,3-Trichloropropane
ug/L
ND
20
21.8
109
71-137
1,2-Dibromo-3-chloropropane
ug/L
ND
20
22.5
113
65-134
1,2-Dibromoethane (EDB)
ug/L
ND
20
22.7
113
70-137
1,2-Dichlorobenzene
ug/L
ND
20
21.6
108
70-133
1,2-Dichloroethane
ug/L
ND
20
22.1
109
70-137
1,2-Dichloropropane
ug/L
ND
20
21.6
108
70-140
1,4-Dichlorobenzene
ug/L
ND
20
22.2
111
70-133
2-Butanone (MEK)
ug/L
ND
40
43.6
109
60-139
2-Hexanone
ug/L
ND
40
45.4
113
65-138
4-Methyl-2-pentanone (MIBK)
ug/L
ND
40
42.9
107
65-135
Acetone
ug/L
ND
40
48.7
122
60-148
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 67 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
MATRIX SPIKE SAMPLE:
Parameter
2850494
Units
92470983001
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
Acrylonitrile
ug/L
ND
100
102
102
64-147
Benzene
ug/L
ND
20
22.2
111
70-151
Bromochloromethane
ug/L
ND
20
21.6
108
70-141
Bromodichloromethane
ug/L
ND
20
21.1
105
70-138
Bromoform
ug/L
ND
20
20.1
100
63-130
Bromomethane
ug/L
ND
20
24.1
121
15-152 v3
Carbon disulfide
ug/L
ND
20
23.9
119
69-149
Carbon tetrachloride
ug/L
ND
20
23.0
115
70-143
Chlorobenzene
ug/L
ND
20
21.9
110
70-138
Chloroethane
ug/L
ND
20
21.1
106
52-163
Chloroform
ug/L
ND
20
22.6
113
70-139
Chloromethane
ug/L
ND
20
19.3
96
41-139
cis-1,2-Dichloroethene
ug/L
0.49J
20
22.5
110
70-141
cis-1,3-Dichloropropene
ug/L
ND
20
21.1
105
70-137
Dibromochloromethane
ug/L
ND
20
23.0
115
70-134
Dibromomethane
ug/L
ND
20
20.7
103
70-138
Ethylbenzene
ug/L
ND
20
22.1
110
66-153
lodomethane
ug/L
ND
40
37.5
94
20-138
m&p-Xylene
ug/L
ND
40
44.5
111
69-152
Methylene Chloride
ug/L
ND
20
22.1
110
42-159
o-Xylene
ug/L
ND
20
21.3
106
70-148
Styrene
ug/L
ND
20
20.9
105
70-135
Tetrachloroethene
ug/L
ND
20
21.8
109
59-143
Toluene
ug/L
ND
20
21.8
109
59-148
trans-1,2-Dichloroethene
ug/L
ND
20
22.3
111
70-146
trans- 1,3-Dichloropropene
ug/L
ND
20
21.3
107
70-135
trans-1,4-Dichloro-2-butene
ug/L
ND
20
11.3
57
47-135 v3
Trichloroethene
ug/L
ND
20
22.6
113
70-147
Trichlorofluoromethane
ug/L
ND
20
21.0
105
70-148
Vinyl acetate
ug/L
ND
40
43.6
109
49-151
Vinyl chloride
ug/L
ND
20
23.6
118
70-156
1,2-Dichloroethane-d4 (S)
%
102
70-130
4-Bromofluorobenzene (S)
%
102
70-130
Toluene-d8 (S)
%
94
70-130
SAMPLE DUPLICATE: 2850493
Parameter
Units
92471760014
Result
Dup
Result RPD Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
ND
1,1,1-Trichloroethane
ug/L
ND
ND
1,1,2,2-Tetrachloroethane
ug/L
ND
ND
1,1,2-Trichloroethane
ug/L
ND
ND
1,1-Dichloroethane
ug/L
ND
ND
1,1-Dichloroethene
ug/L
ND
ND
1,2,3-Trichloropropane
ug/L
ND
ND
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 68 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
SAMPLE DUPLICATE: 2850493
Parameter
Units
92471760014
Result
Dup
Result
1,2-Dibromo-3-chloropropane
ug/L
ND
ND
1,2-Dibromoethane (EDB)
ug/L
ND
ND
1,2-Dichlorobenzene
ug/L
ND
ND
1,2-Dichloroethane
ug/L
ND
ND
1,2-Dichloropropane
ug/L
ND
ND
1,4-Dichlorobenzene
ug/L
ND
ND
2-Butanone (MEK)
ug/L
ND
ND
2-Hexanone
ug/L
ND
ND
4-Methyl-2-pentanone (MIBK)
ug/L
ND
ND
Acetone
ug/L
ND
ND
Acrylonitrile
ug/L
ND
ND
Benzene
ug/L
ND
ND
Bromochloromethane
ug/L
ND
ND
Bromodichloromethane
ug/L
ND
ND
Bromoform
ug/L
ND
ND
Bromomethane
ug/L
ND
ND
Carbon disulfide
ug/L
ND
ND
Carbon tetrachloride
ug/L
ND
ND
Chlorobenzene
ug/L
ND
ND
Chloroethane
ug/L
ND
ND
Chloroform
ug/L
ND
ND
Chloromethane
ug/L
ND
ND
cis-1,2-Dichloroethene
ug/L
ND
ND
cis-1,3-Dichloropropene
ug/L
ND
ND
Dibromochloromethane
ug/L
ND
ND
Dibromomethane
ug/L
ND
ND
Ethylbenzene
ug/L
ND
ND
lodomethane
ug/L
ND
ND
m&p-Xylene
ug/L
ND
ND
Methylene Chloride
ug/L
ND
ND
o-Xylene
ug/L
ND
ND
Styrene
ug/L
ND
ND
Tetrachloroethene
ug/L
ND
ND
Toluene
ug/L
ND
ND
trans-1,2-Dichloroethene
ug/L
ND
ND
trans- 1,3-Dichloropropene
ug/L
ND
ND
trans-1,4-Dichloro-2-butene
ug/L
ND
ND
Trichloroethene
ug/L
ND
ND
Trichlorofluoromethane
ug/L
ND
ND
Vinyl acetate
ug/L
ND
ND
Vinyl chloride
ug/L
ND
ND
1,2-Dichloroethane-d4 (S)
%
104
99
4-Bromofluorobenzene (S)
%
100
96
Toluene-d8 (S)
%
102
103
RPD Qualifiers
v2
v2
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 69 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
QC Batch: 534337 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92471760001, 92471760002, 92471760003, 92471760004, 92471760005, 92471760015, 92471760016,
92471760017,92471760018,92471760019,92471760020,92471760021,92471760022
METHOD BLANK: 2851695 Matrix: Water
Associated Lab Samples: 92471760001, 92471760002, 92471760003, 92471760004, 92471760005, 92471760015, 92471760016,
92471760017,92471760018,92471760019,92471760020,92471760021,92471760022
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
04/04/20 00:15
1,1,1-Trichloroethane
ug/L
ND
1.0
04/04/20 00:15
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
04/04/20 00:15
1,1,2-Trichloroethane
ug/L
ND
1.0
04/04/20 00:15
1,1-Dichloroethane
ug/L
ND
1.0
04/04/20 00:15
1,1-Dichloroethene
ug/L
ND
1.0
04/04/20 00:15
1,2,3-Trichloropropane
ug/L
ND
1.0
04/04/20 00:15
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
04/04/20 00:15
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
04/04/20 00:15
1,2-Dichlorobenzene
ug/L
ND
1.0
04/04/20 00:15
1,2-Dichloroethane
ug/L
ND
1.0
04/04/20 00:15
1,2-Dichloropropane
ug/L
ND
1.0
04/04/20 00:15
1,4-Dichlorobenzene
ug/L
ND
1.0
04/04/20 00:15
2-Butanone (MEK)
ug/L
ND
5.0
04/04/20 00:15
2-Hexanone
ug/L
ND
5.0
04/04/20 00:15
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
04/04/20 00:15
Acetone
ug/L
ND
25.0
04/04/20 00:15
Acrylonitrile
ug/L
ND
10.0
04/04/20 00:15
Benzene
ug/L
ND
1.0
04/04/20 00:15
Bromochloromethane
ug/L
ND
1.0
04/04/20 00:15
Bromodichloromethane
ug/L
ND
1.0
04/04/20 00:15
Bromoform
ug/L
ND
1.0
04/04/20 00:15
Bromomethane
ug/L
ND
2.0
04/04/20 00:15
Carbon disulfide
ug/L
ND
2.0
04/04/20 00:15
Carbon tetrachloride
ug/L
ND
1.0
04/04/20 00:15
Chlorobenzene
ug/L
ND
1.0
04/04/20 00:15
Chloroethane
ug/L
ND
1.0
04/04/20 00:15
Chloroform
ug/L
ND
5.0
04/04/20 00:15
Chloromethane
ug/L
ND
1.0
04/04/20 00:15
cis-1,2-Dichloroethene
ug/L
ND
1.0
04/04/20 00:15
cis-1,3-Dichloropropene
ug/L
ND
1.0
04/04/20 00:15
Dibromochloromethane
ug/L
ND
1.0
04/04/20 00:15
Dibromomethane
ug/L
ND
1.0
04/04/20 00:15
Ethylbenzene
ug/L
ND
1.0
04/04/20 00:15
lodomethane
ug/L
ND
20.0
04/04/20 00:15
m&p-Xylene
ug/L
ND
2.0
04/04/20 00:15
Methylene Chloride
ug/L
ND
5.0
04/04/20 00:15
o-Xylene
ug/L
ND
1.0
04/04/20 00:15
Styrene
ug/L
ND
1.0
04/04/20 00:15
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 70 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
METHOD BLANK: 2851695 Matrix: Water
Associated Lab Samples: 92471760001, 92471760002, 92471760003, 92471760004, 92471760005, 92471760015, 92471760016,
92471760017,92471760018,92471760019,92471760020,92471760021,92471760022
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Tetrachloroethene
ug/L
ND
1.0
04/04/20 00:15
Toluene
ug/L
ND
1.0
04/04/20 00:15
trans-1,2-Dichloroethene
ug/L
ND
1.0
04/04/20 00:15
trans- 1,3-Dichloropropene
ug/L
ND
1.0
04/04/20 00:15
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
04/04/20 00:15 v2
Trichloroethene
ug/L
ND
1.0
04/04/20 00:15
Trichlorofluoromethane
ug/L
ND
1.0
04/04/20 00:15
Vinyl acetate
ug/L
ND
2.0
04/04/20 00:15
Vinyl chloride
ug/L
ND
1.0
04/04/20 00:15
1,2-Dichloroethane-d4 (S)
%
99
70-130
04/04/20 00:15
4-Bromofluorobenzene (S)
%
97
70-130
04/04/20 00:15
Toluene-d8 (S)
%
103
70-130
04/04/20 00:15
LABORATORY CONTROL SAMPLE:
Parameter
2851696
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
54.2
108
70-130
1,1,1-Trichloroethane
ug/L
50
52.2
104
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
51.4
103
70-130
1,1,2-Trichloroethane
ug/L
50
53.3
107
70-130
1,1-Dichloroethane
ug/L
50
49.8
100
70-130
1,1-Dichloroethene
ug/L
50
50.9
102
70-130
1,2,3-Trichloropropane
ug/L
50
49.8
100
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
55.7
111
70-130
1,2-Dibromoethane (EDB)
ug/L
50
53.7
107
70-130
1,2-Dichlorobenzene
ug/L
50
53.6
107
70-130
1,2-Dichloroethane
ug/L
50
49.3
99
70-130
1,2-Dichloropropane
ug/L
50
49.7
99
70-130
1,4-Dichlorobenzene
ug/L
50
52.8
106
70-130
2-Butanone (MEK)
ug/L
100
101
101
64-135
2-Hexanone
ug/L
100
102
102
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
99.2
99
70-130
Acetone
ug/L
100
108
108
61-157
Acrylonitrile
ug/L
250
256
102
61-143
Benzene
ug/L
50
52.4
105
70-130
Bromochloromethane
ug/L
50
51.2
102
70-130
Bromodichloromethane
ug/L
50
52.1
104
70-130
Bromoform
ug/L
50
50.6
101
70-130
Bromomethane
ug/L
50
53.2
106
38-130
Carbon disulfide
ug/L
50
54.9
110
68-130
Carbon tetrachloride
ug/L
50
54.3
109
70-130
Chlorobenzene
ug/L
50
51.4
103
70-130
Chloroethane
ug/L
50
42.4
85
37-142
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 71 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
LABORATORY CONTROL SAMPLE:
Parameter
2851696
Units
Spike LCS
Conc. Result
Chloroform
ug/L
50
Chloromethane
ug/L
50
cis-1,2-Dichloroethene
ug/L
50
cis-1,3-Dichloropropene
ug/L
50
Dibromochloromethane
ug/L
50
Dibromomethane
ug/L
50
Ethylbenzene
ug/L
50
lodomethane
ug/L
100
m&p-Xylene
ug/L
100
Methylene Chloride
ug/L
50
o-Xylene
ug/L
50
Styrene
ug/L
50
Tetrachloroethene
ug/L
50
Toluene
ug/L
50
trans-1,2-Dichloroethene
ug/L
50
trans- 1,3-Dichloropropene
ug/L
50
trans-1,4-Dichloro-2-butene
ug/L
50
Trichloroethene
ug/L
50
Trichlorofluoromethane
ug/L
50
Vinyl acetate
ug/L
100
Vinyl chloride
ug/L
50
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8 (S)
%
LCS
% Rec
% Rec
Limits Qualifiers
51.4
103
70-130
45.6
91
48-130
49.9
100
70-130
51.8
104
70-130
54.5
109
70-130
53.8
108
70-130
51.3
103
70-130
109
109
40-130
103
103
70-130
48.7
97
67-132
50.9
102
70-131
51.9
104
70-130
49.5
99
69-130
53.4
107
70-130
49.9
100
70-130
52.3
105
70-130
26.3
53
35-189 v3
53.0
106
70-130
47.8
96
63-130
107
107
55-143
53.9
108
70-131
96
70-130
99
70-130
99
70-130
MATRIX SPIKE SAMPLE:
Parameter
2851698
Units
2630437005
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
20
22.6
113
73-134
1,1,1-Trichloroethane
ug/L
ND
20
23.3
116
82-143
1,1,2,2-Tetrachloroethane
ug/L
ND
20
21.4
107
70-136
1,1,2-Trichloroethane
ug/L
ND
20
22.7
113
70-135
1,1-Dichloroethane
ug/L
ND
20
21.9
110
70-139
1,1-Dichloroethene
ug/L
ND
20
23.4
117
70-154
1,2,3-Trichloropropane
ug/L
ND
20
20.2
101
71-137
1,2-Dibromo-3-chloropropane
ug/L
ND
20
23.6
118
65-134
1,2-Dibromoethane (EDB)
ug/L
ND
20
22.4
112
70-137
1,2-Dichlorobenzene
ug/L
ND
20
20.7
104
70-133
1,2-Dichloroethane
ug/L
ND
20
22.3
111
70-137
1,2-Dichloropropane
ug/L
ND
20
22.1
111
70-140
1,4-Dichlorobenzene
ug/L
ND
20
20.1
101
70-133
2-Butanone (MEK)
ug/L
ND
40
43.1
108
60-139
2-Hexanone
ug/L
ND
40
44.3
111
65-138
4-Methyl-2-pentanone (MIBK)
ug/L
ND
40
44.5
111
65-135
Acetone
ug/L
ND
40
45.5
114
60-148
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 72 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
MATRIX SPIKE SAMPLE:
Parameter
2851698
Units
2630437005
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
Acrylonitrile
ug/L
ND
100
109
109
64-147
Benzene
ug/L
ND
20
22.7
114
70-151
Bromochloromethane
ug/L
ND
20
22.6
113
70-141
Bromodichloromethane
ug/L
ND
20
21.4
107
70-138
Bromoform
ug/L
ND
20
21.4
107
63-130
Bromomethane
ug/L
ND
20
29.9
149
15-152
Carbon disulfide
ug/L
ND
20
24.1
121
69-149
Carbon tetrachloride
ug/L
ND
20
24.6
123
70-143
Chlorobenzene
ug/L
ND
20
21.2
106
70-138
Chloroethane
ug/L
ND
20
22.3
111
52-163
Chloroform
ug/L
ND
20
22.7
113
70-139
Chloromethane
ug/L
ND
20
21.6
108
41-139
cis-1,2-Dichloroethene
ug/L
ND
20
22.5
113
70-141
cis-1,3-Dichloropropene
ug/L
ND
20
22.7
114
70-137
Dibromochloromethane
ug/L
ND
20
22.4
112
70-134
Dibromomethane
ug/L
ND
20
22.4
112
70-138
Ethylbenzene
ug/L
ND
20
20.9
105
66-153
lodomethane
ug/L
ND
40
42.8
107
20-138
m&p-Xylene
ug/L
ND
40
41.8
105
69-152
Methylene Chloride
ug/L
ND
20
22.4
112
42-159
o-Xylene
ug/L
ND
20
20.5
102
70-148
Styrene
ug/L
ND
20
19.5
97
70-135
Tetrachloroethene
ug/L
ND
20
21.6
108
59-143
Toluene
ug/L
ND
20
23.0
115
59-148
trans-1,2-Dichloroethene
ug/L
ND
20
23.3
116
70-146
trans- 1,3-Dichloropropene
ug/L
ND
20
22.1
110
70-135
trans-1,4-Dichloro-2-butene
ug/L
ND
20
11.8
59
47-135
Trichloroethene
ug/L
ND
20
23.0
115
70-147
Trichlorofluoromethane
ug/L
ND
20
22.2
111
70-148
Vinyl acetate
ug/L
ND
40
46.7
117
49-151
Vinyl chloride
ug/L
ND
20
25.1
125
70-156
1,2-Dichloroethane-d4 (S)
%
104
70-130
4-Bromofluorobenzene (S)
%
97
70-130
Toluene-d8(S)
%
102
70-130
SAMPLE DUPLICATE: 2851697
Parameter
Units
2630437004
Result
Dup
Result RPD Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
ND
1,1,1-Trichloroethane
ug/L
ND
ND
1,1,2,2-Tetrachloroethane
ug/L
ND
ND
1,1,2-Trichloroethane
ug/L
ND
ND
1,1-Dichloroethane
ug/L
ND
ND
1,1-Dichloroethene
ug/L
ND
ND
1,2,3-Trichloropropane
ug/L
ND
ND
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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 73 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: Former York Road Landfill
Pace Project No.: 92471760
SAMPLE DUPLICATE: 2851697
Parameter
Units
2630437004
Result
Dup
Result
1,2-Dibromo-3-chloropropane
ug/L
ND
ND
1,2-Dibromoethane (EDB)
ug/L
ND
ND
1,2-Dichlorobenzene
ug/L
ND
ND
1,2-Dichloroethane
ug/L
ND
ND
1,2-Dichloropropane
ug/L
ND
ND
1,4-Dichlorobenzene
ug/L
ND
ND
2-Butanone (MEK)
ug/L
ND
ND
2-Hexanone
ug/L
ND
ND
4-Methyl-2-pentanone (MIBK)
ug/L
ND
ND
Acetone
ug/L
ND
ND
Acrylonitrile
ug/L
ND
ND
Benzene
ug/L
ND
ND
Bromochloromethane
ug/L
ND
ND
Bromodichloromethane
ug/L
ND
ND
Bromoform
ug/L
ND
ND
Bromomethane
ug/L
ND
ND
Carbon disulfide
ug/L
ND
ND
Carbon tetrachloride
ug/L
ND
ND
Chlorobenzene
ug/L
ND
ND
Chloroethane
ug/L
ND
ND
Chloroform
ug/L
ND
ND
Chloromethane
ug/L
ND
ND
cis-1,2-Dichloroethene
ug/L
ND
ND
cis-1,3-Dichloropropene
ug/L
ND
ND
Dibromochloromethane
ug/L
ND
ND
Dibromomethane
ug/L
ND
ND
Ethylbenzene
ug/L
ND
ND
lodomethane
ug/L
ND
ND
m&p-Xylene
ug/L
ND
ND
Methylene Chloride
ug/L
ND
ND
o-Xylene
ug/L
ND
ND
Styrene
ug/L
ND
ND
Tetrachloroethene
ug/L
ND
ND
Toluene
ug/L
ND
ND
trans-1,2-Dichloroethene
ug/L
ND
ND
trans- 1,3-Dichloropropene
ug/L
ND
ND
trans-1,4-Dichloro-2-butene
ug/L
ND
ND
Trichloroethene
ug/L
ND
ND
Trichlorofluoromethane
ug/L
ND
ND
Vinyl acetate
ug/L
ND
ND
Vinyl chloride
ug/L
ND
ND
1,2-Dichloroethane-d4 (S)
%
102
103
4-Bromofluorobenzene (S)
%
97
97
Toluene-d8 (S)
%
100
104
RPD 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: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 74 of 103

Pace Analytical Services, LLC
lac,
Analyilcal ® 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
www.pacelabs.com [phone]
QUALIFIERS
Project: Former York Road Landfill
Pace Project No.: 92471760
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.
TNTC - Too Numerous To Count
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.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
ANALYTE QUALIFIERS
IH This analyte exceeded secondary source verification criteria high for the initial calibration. The reported results should be
considered an estimated value.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
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 low bias.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 75 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Former York Road Landfill
Pace Project No.: 92471760
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92471760002
DDW-01
92471760003
DDW-01A
92471760004
DDW-02
92471760005
DDW-03
92471760006
DDW-03A
92471760007
DMW-01
92471760008
DMW-02
92471760009
DMW-05
92471760010
DMW-06
92471760012
YRW-10C
92471760013
NT-1
92471760014
NT-2
92471760015
SC-2
92471760016
ST-1
92471760017
SC-1
92471760018
ST-3
92471760019
DMW-08
92471760020
DMW-02B
92471760021
DMW-02A
92471760022
DMW-A
92471760001
FIELD BLANK
EPA 3010A
533901
EPA6010D
533923
92471760002
DDW-01
EPA 3010A
533901
EPA6010D
533923
92471760003
DDW-01A
EPA 3010A
533901
EPA6010D
533923
92471760004
DDW-02
EPA 3010A
533901
EPA6010D
533923
92471760005
DDW-03
EPA 3010A
533901
EPA6010D
533923
92471760006
DDW-03A
EPA 3010A
533901
EPA6010D
533923
92471760007
DMW-01
EPA 3010A
533901
EPA6010D
533923
92471760008
DMW-02
EPA 3010A
533901
EPA6010D
533923
92471760009
DMW-05
EPA 3010A
533901
EPA6010D
533923
92471760010
DMW-06
EPA 3010A
533901
EPA6010D
533923
92471760011
DUPLICATE
EPA 3010A
533901
EPA6010D
533923
92471760012
YRW-10C
EPA 3010A
533901
EPA6010D
533923
92471760013
NT-1
EPA 3010A
533901
EPA6010D
533923
92471760014
NT-2
EPA 3010A
533901
EPA6010D
533923
92471760015
SC-2
EPA 3010A
533902
EPA6010D
533924
92471760016
ST-1
EPA 3010A
533902
EPA6010D
533924
92471760017
SC-1
EPA 3010A
533902
EPA6010D
533924
92471760018
ST-3
EPA 3010A
533902
EPA6010D
533924
92471760019
DMW-08
EPA 3010A
533902
EPA6010D
533924
92471760020
DMW-02B
EPA 3010A
533902
EPA6010D
533924
92471760021
DMW-02A
EPA 3010A
533902
EPA6010D
533924
92471760022
DMW-A
EPA 3010A
533902
EPA6010D
533924
92471760001
FIELD BLANK
EPA 7470A
534542
EPA 7470A
534577
92471760002
DDW-01
EPA 7470A
534542
EPA 7470A
534577
92471760003
DDW-01A
EPA 7470A
534542
EPA 7470A
534577
92471760004
DDW-02
EPA 7470A
534542
EPA 7470A
534577
92471760005
DDW-03
EPA 7470A
534542
EPA 7470A
534577
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2020 12:56 PM without the written consent of Pace Analytical Services, LLC. Page 76 of 103

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Former York Road Landfill
Pace Project No.:
92471760
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92471760006
DDW-03A
EPA 7470A
534542
EPA 7470A
534577
92471760007
DMW-01
EPA 7470A
534542
EPA 7470A
534577
92471760008
DMW-02
EPA 7470A
534542
EPA 7470A
534577
92471760009
DMW-05
EPA 7470A
534542
EPA 7470A
534577
92471760010
DMW-06
EPA 7470A
534542
EPA 7470A
534577
92471760011
DUPLICATE
EPA 7470A
534542
EPA 7470A
534577
92471760012
YRW-10C
EPA 7470A
534542
EPA 7470A
534577
92471760013
NT-1
EPA 7470A
534542
EPA 7470A
534577
92471760014
NT-2
EPA 7470A
534544
EPA 7470A
534580
92471760015
SC-2
EPA 7470A
534544
EPA 7470A
534580
92471760016
ST-1
EPA 7470A
534544
EPA 7470A
534580
92471760017
SC-1
EPA 7470A
534544
EPA 7470A
534580
92471760018
ST-3
EPA 7470A
534544
EPA 7470A
534580
92471760019
DMW-08
EPA 7470A
534544
EPA 7470A
534580
92471760020
DMW-02B
EPA 7470A
534544
EPA 7470A
534580
92471760021
DMW-02A
EPA 7470A
534544
EPA 7470A
534580
92471760022
DMW-A
EPA 7470A
534544
EPA 7470A
534580
92471760001
FIELD BLANK
EPA 8260D
534337
92471760002
DDW-01
EPA 8260D
534337
92471760003
DDW-01A
EPA 8260D
534337
92471760004
DDW-02
EPA 8260D
534337
92471760005
DDW-03
EPA 8260D
534337
92471760006
DDW-03A
EPA 8260D
534093
92471760007
DMW-01
EPA 8260D
534093
92471760008
DMW-02
EPA 8260D
534093
92471760009
DMW-05
EPA 8260D
534093
92471760010
DMW-06
EPA 8260D
534093
92471760011
DUPLICATE
EPA 8260D
534093
92471760012
YRW-10C
EPA 8260D
534093
92471760013
NT-1
EPA 8260D
534093
92471760014
NT-2
EPA 8260D
534093
92471760015
SC-2
EPA 8260D
534337
92471760016
ST-1
EPA 8260D
534337
92471760017
SC-1
EPA 8260D
534337
92471760018
ST-3
EPA 8260D
534337
92471760019
DMW-08
EPA 8260D
534337
92471760020
DMW-02B
EPA 8260D
534337
92471760021
DMW-02A
EPA 8260D
534337
92471760022
DMW-A
EPA 8260D
534337
92471760023
TRIP BLANK
EPA 8260D
534092
Date: 04/13/2020 12:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 77 of 103

Document Name:
Document Revised: February 7, 2018
m
_ aceAnalytical
Sample Condition Upon Receipt(SCUR)
Page 1 of 2
Document No.:
Issuing Authority;
F-CAR-CS-033-Rev.06
Pace Carolinas Quality Off Ice
Laboratory receiving samples:
Asheville ❑ Eden❑ Greenwood ❑ Huntersville Raleigh[] Methanicsville❑
Sample Condition - Client Name;
Upon Receipt A Project #:
Courier: ❑Ex OUPS BUSH ❑Client
❑ Commercial Pace ❑Other:
Custody Seal Present? ❑Yes [. No Seals Intact? ❑Yes [No
Packing Material: ❑Bubble Wrap Bubble Bags ❑None ❑ Other
Thermometer:ffiR Gun92TO60 type of Ice: [26t ❑slue
lD�:
Cooler Temp ('C): j([ r 1 y/6Co�rreLc�tioLn Factor; Add/Subtract J'Q 0.0
Cooler Temp Corrected ('CJ; v
USDA Regulated Soll (p N/A, water sample)
Did samples oilginaJWn a quarantine zone within the United States: CA, NY, or SC (check maps)?
MYes MNe
WQ#:92471764
11111111111 HE 111111
92471780
Date/initials Person Examining Contents:'I
Biological Tissue Frozen?
❑Yes []No ❑N/A
❑None
Temp should be above freezing to VC
❑Sampfe5 out of temp criteria. Samples on ice, cooling process
hasbegun
Dld samples originate from a foreign source lintt�natlonalfy,
Including Hawaii and Puerto Ricol? FIYes -nNo
Cam ments/Dlscrepancy:
f�hain�of Custody PresentI `.' r
Yes
❑No
❑N/A
I.
Samples Arrived within hold Time?
Yes
[IN.
❑N/A
2.
�ShortHold Time Analysis (a2iir.)?
❑Yes
Ofdo
❑NIA
3.
Rush Turn Around Time Requested?
❑Yes
so
❑N/A
4,
Sufficient Volume? !
Yes
[]No
❑N/A
S.
Correct Containers Used?
Pace Containers Used?
es
❑No
[IN.
❑N/A
❑N/A
6.
Containers Intact?
Yes
❑No
❑N/A
7.
Dissolved analysis: Samples Field Filtered?
[]Yes_
—[_-]No
❑ /A
S.
Sample Labels Match COC?
©es
[]No
[]N/A
9.
-Includes Date/Time/ID/Analysts Matrix:
Headspace in VOA Vials (>5-6mm)?
❑Ye
No
❑N/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
es
0,,1s
j]No
[]No
❑NIA
N/A
11.
COMMENTS/SAMPLE DISCREPANCY
Lot ID of split containers:
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review:
Project Manager SRF Review:
Date/Time:
Date;
Date:
Field Data Required? []Yes []NO
Page 78 of 103

Document Name:
Document Revised: February 7, 2018
m
Sample Condition Upon ReCelpt(SCUR)
Page 1 of 2
Document No.:
Issuing Authority:
aceArialyticai
F-CAR-CS-033-Rev.06
Pace Carolinas Quality Office
*Check mark top half of box if pH and/or dechlorination is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Coliform, TOC, Oil and Grease, 0110/8015 (water) DOC, LLH8
"Bottom half of box Is to list number of bottle
Project + O# : 9247176Q
PPI: PTE Due Date: 04/07/20
CLIENT: 92—GeaSyntee
E
z
diW
Ojai
a
c
u
a
E
N0O
m
z
'O
a
c
u
a:
E
v
m
m
z
D
Ci
6$r
a
c
7
u
a
E
N
m
a
2
v
d
7
`m
N
m
N
V
ti
q
S
N
a
E
p
co.
N
V
p
z
u
n
E
l
N
M
Co
0
m
N
u
d
z
N
a
E
R
m
u
r`u
A
G
x
O
a
E
14
O
m
a
�.
ro
V,
d
E
v
3
2
N
Z
n
c
7
a
a
7
'i
a
y
n
U
2
¢
¢`
=
ti
a
a
z
nCU
v
n
W
E
7
M
a
N
n
gg
O
N
i
E
`w
UN1
a
ry
v
'�
T
d
E
M
a
a
z
U
tr
a
n
E
¢
ry
Q
e.i
a
z
_
U
J
E
a
_
2
m
0
�n
R
O
a
Z
C
O
O�
=
?
v
O
m
>
r
E
v,
c
Y
m
o
.t:
a
itype
a
?
�-
2
a
«
a
^
r>
a
Z
r
A
a.
L`m
�n
LA
°�
-z.
C.
G
E
O
ILL,
n
T
N
S
z
V
fl
s
cc
H
n
C
Z)
L
E
C
OE
O
O
a
1
✓�
o
'O
c
n
Ep
z
N
7
y
a
C
E
d
apE
Ot
c
1
3
3
5
T54
v
•�
�.
7
9
10
11
F OP
pH Adjustment Log for Preserved Samples
Sample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot a
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 ha Id, Incorrect preservative, out of temp, incorrect containers.
Page 79 of 103

Document Name:
Document Revised: February 7, 2018
a
�aceAnalytical
Sample Condition Upon Recelpt(SCUR)
Page 1 of 2
Document No.:
Issuing Authority:
f-CAR•CS-033-Rev.06
Pace Carolinas Quality Office
*Check mark top half of box if pH and/or dechlorination Is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Colifarm, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
**Bottom half of box Is to list number of bottle
Project # , `O# : 92471760
Prl: PTE Due Date: 04/07/20
CLIENT: 92-Geo5yntec
&E
a�i
n
u
N
a
uEi
a
cc
a�i
7
u
N
a
o
7
a
m
N
a
7
u
N
a
o
7
a
as
a
D
4
R
.-i
7
a
m
N
a
=
U
IJ
a
E
d
E
a
m'A
ry
a
M
O
T
u
y
a
o
Nry.,r
Z
a
m
x
m
u
a
N
u
a
E
N
a
m
"
w
a
2
O
Z
N
a
)
N
a
C
n
@
l7
v
Y
'a
V
Z
a
_
41
E
a
"'
rl
N
l7
N
V
2
p,
2
Ql
a
tf
r1
n
l7
z
M
SS
c
O
m
D
¢
o
N
rn
l7
N
T
L
ry
=
QI
E
a
°:
.y
H
i7
N
a
T
`v
4
E
ry
rK
l7
?
U
Z
91
4
Q
c
G
ry
.L
r�
a_
NI
t1
2
S
O
E
I
aT+
t7
-Zr
T'
ON
N
ro
Z
p
1q.
t.7
`
Z
4
e
D
E
G1
i7
V
R
D
m
S
O
E
C0.i
l7
�
«.
.Y
M1�'I
o
LA
Y
t�
=
y
O
Z
t.7
2N
a
^�
«
y
o
.3
t9
7
a
?
"
ii
y
w
in
E
1�.
in
551
M
Z
V
@
y
y
-
,�
E
1N.
i4
DI
In
qV
O
N
N
N
2
z
u
.N
a
N
a
m
y
K
0.
c
y
M
a
o
U
4
N
e_v
y
c
.8
_M
z
E
N
7
?
?
N
rn
a
7
E
a
E
O
O
'N-
3
z
3
�
a
3
s
67
Jg
3
la
-,
tl
3
Lai
pH Adjustment Log for Preserved Samples
Sample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot H
Nate: Whenever there is a discrepancy affecting North Carolina compllance samples, a copy of this form will be sent to the North Carolina DfHNR Certification Office (i.e.
Out of hold, Incorrect preservative, out of temp, incorrect containers.
Page 80 of 103

x
m
v m
m
n
3
m N
a m
N
j
C
CIOw
-4
Cf
Ln
A
W
N
ITEM #
m
m --
o
m
a
C
l 0
0 p -
j
O
❑
O
❑
❑
au
C7
❑
❑
T
g
Cg
❑
n
n
o
v
m
v
n
o
n
6
6
b
o
0
0
o
b
o
m
p
m
o
0
n
m
D
9
Z
u O
0=
�
D S
O
B o n 'v
711 n
cn
fT
o
p
n
M
3
�
N
n
m
O
N
EL
f
y� �Gra o
a
It m
3
r' 0
m
#
Z
v
o
N 7
a m
3 O
v
o
FAATRI?(COOE (sea valid codes to left)
Ln
c
nm
no
C7�
o
SAMPLE TYPE (G=GRAB C=COMP)
4
❑
y
o
0
-
K
a
u v v
3
0
-
v r
y�
y
°z
m
r
s,
ca
a
W
o
W
0
W
o
a
c*
w
2
❑
0
t�
-i
7 t. J
Z
m 0 m
a
W
4
,
�
§
�
Y
m
m
m
❑
N
o
CD
0>
0 o b
D D ZO
p
=1 Z
Q
O
(1
R
,�
�.
Z
.r
a
SAMPLETEMPAT COLLECTION
A rn >
..
��1
•
y
G.1
--�.
.,_�
h-
'Y
��
# OF CONTAINERS
X
17
D
n
n
o
D
@
j f�
= C
(_
w
3
o
a o N r
r
m
Unpresorved
-0
-0N
v
•c
H2504
r1p,
m
c 0m 0
HNO3
v
> v
HCI
(D
W,
L!4
w
41
W
\JA
lj'L
E.S
;
m
C)
F -
-
NaOH
nNa25203
0
}�
En
m
C
Methanol
Z �+
rn
Analyses Test
YIN
C
m
Q
X
X
X
X
X
X
X
X
X
X
X
X
VOC by8260
x
x
x
x
x
x
x
x
X
x
x
x
RCRA Metals by 6010 & 74
0
S
m
rn
A
=
N U)
Trip BLANK
rt
R
�o
©
Cr n
n C
n
0
t]
y
n
a
4 +
y
C
n
m
n
W
N
1v
TEMP in C
Residual Chlorine (YIN)
n
Er
Received on
�r
Ice
(Y!N)
N
p
us o y
Sealed
�•
o
~
i
Cooler
` *J
Y!N
z
Samples
Intact
T]
IL
(Y/N) I
Page 81 of 103

m
0
3
P
W
rr f
.tea
o
CD
000
+4
Ch
cf+
A
w
ITEM #
m�
v
1,
c o
0
m n
..
C3
C0C
n
n
a
b
b
0
0
m
m
p
0°
o
0
O
N
ic
v
H
ic
3
�
�
�
n
T
v
o
m
4 _
m
N re
v
D
v
v
C
0 A�
O rc
0.m'
o
m
#
N
3
0
b
m
R.
MATRIX CODE (see valid codes to lefty
r
#
3
.^.
S
o
0
b
SAMPLETYPE (G=GRAB C=COMP)
A
0
v
3
0
-
a
z
i
"
m
m
v
o
ZIn
fD
m m In
�'i
O
rn
m
o
r Y
y P
z
O
� Z
C>
_
{t_l
04
_
W
_
v v
`
9
3
�!`
lJ
m
p
G)
m m D
0 -n
SAMPLE TEMP AT COLLECTION
p m
0
�
—L;
S
# OF CONTAINERS
-0-0-0a0n
0
a r�
o ^ K C
N
n 0 UI N
3
m
Unpreserved
[O y
> >
C
m
H2SO4
ci
n
P
m
h
q m Q
HNO3
�.
Go
n
HCI
�
i1'.+
m
l
� O
l"3
kJ-4
`+�t
Vy
\r><
V-j
tr1
"
O
NaOH
K
Na25203
CD
tS1
o
z
MethanolIt
io
K
a
Analyses Test
YIN
N
a
X
X
X
X
X
X
X
x
x
x
x
x
VOC by 8260
y
g
3
ID CD
x
x
x
x
x
x
x
x
x
x
X
RCRA Metals by 6010 & 74
m
y
N
Trip BLANK
ro
Q
m 0
0 c
.ram
N
e
N7
N
�
�
'+
a
rn
0
3
m
w
m
v �
TEMP
in C
1
m
Residual Chlorine (YIN)
Received on
Ice
f1
O
(
z
e
unto y
Sealed
i \
a
Q
Cooler
(YIN)u
\
Samples
Intact
,
L
(YIN)
Page 82 of 103

o
m
N
�
rn
ro
-4
rn
Ln
s
w
r�
J
ITEM #
n
m
z
n p \
<
❑
❑
O
❑
❑
❑
❑
❑
O
❑
12r-.
w
��1� `l
p
O
fn
O
N
fJ
O
N
O
O
1t
N❑
Ol
m
W
N 00
■E
n
O1
n
W
0
N
W
O
N
m
y m
v
p
N
m
0
n
^ y
n
i
A
0
r
ro
c
O
3
3
� N ❑
n
T
�'
O
w
�
5
m
rn
T
m
N
°
o
i 0
-
m
p
w
1lATRIX CODE (see valid wtlas to left)
Z
#
_y
'<
SAMPLETYPE (G=GRAB C=COMP)
F
O
®
ly
°
m
}
w
W
0
0
N
pp
m
D
a
n
-A
m
0x T
➢ 4
~
m
O
m
2
°
Z
Q
-i
.-.{
\ }
3
m a m
m
m
❑
o
o
0 n
° n
z
❑
m
N N ❑
�J�
7 Z
,j
m In y
N
SAMPLE TEMPAT COLLECTION
A
m
y
3 C
a
# OF COWTAINERS
d
d
a a
m
_
m
R
c u}
Unpreserved
a
a
p"
N
1
H2SO4
m
r1
°
m
d
ry
c rG,- 0
HNO3
#
m
v
D
>
HCI
ry
m
m
l
0
° l7
( A
m
m
n
r
NaOH
F —
Na25203
m
C
0
N
m�
Melhanof
z
v
9 (�
Analyses Test
Y/N
C
Q
CD
x
x
x
X
x
x
x
x
x
x
X
".
VOC by 8260
yz
x
x
x
x
x
x
x
x
x
x
x
=
RCRA Metals by 6010 & 74
3
m
Trip BLANK
ul
rQ'
3
Q
N
� ❑
C
a
O
rn
O
y
21
b iD
1'
a
im
im
r
s
m
v
TEMP in C
t9
Residual Chlorine (YIN)
n
`�
m,
o
E
E
0
Received on
^r
Ice
v
N
n
(YIN)
o
O
\�
Custody
Sealed
Cooler
o
\ `
o
V
YIN
H
G�
Saml
Intact
(YIN)
Page 83 of 103

Appendix C
Historical Groundwater &Surface Water
Monitoring Data

Appendix C-1
Historical Groundwater Monitoring Data (DDW-01)
Former York Road Landfill
Charlotte, North Carolina
Sam le Date
3/18/2008 9/17/2008 4/7/2009 9/9/2009 3/10/2010 9/23/2010 3/29/2011 9/21/2011 1 3/20/2012 1 9/26/2012 3/6/2013 9/10/2013
Constituent
Units
NC 2L
1,1-dichloroethane
P g/L
6
3.0
6.7
8.0
9.3
7.7
8.8
5.8
3.2 - 3.3J
2.9 - 3.1J
2.4
2.4
4.OJ
1,1-dichloroethene
P g/L
350
1.1
1.2J
IAJ
1.11
1.4
1,2-dichloroethane
P g/L
0.4
0.16J
1,2-dichloro ro ane
P g/L
0.6
0.56J
0.58J
0.69J
0.60J
0.68
0.59J
0.34J
0.34J
0.35J
Acetone
P g/L
6,000
31.0
Barium
P g/L
700
17.0
18.0
18.01
20.OJ
19.01
24.0
90.5
21.5 - 23.4J
22.4 - 22.8J
20AJ
22.OJ
20.9J
Benzene
W R/L
1
Cadmium
P g/L
2
Chloride
/L
250,000
10,000
Chlorobenzene
P g/L
50
Chloromethane
P g/L
3
0.28J
0.26J
Chromium (III+VI)
/L
10
1.7J
3.2J
4.1.1
4.8J
5.11
8.1
2J
5.7J
cis-1,2-dichloroethene
70
1.8
4.9
6.2
8.1
7.0
8.3
4.9
3 - 3.1J
2.5J
2.1J
2.1J
4J
COD
P g/L
33,000
Specific ConductancePS/cm
-
340
326
241
324
363
312
Iron
P g/L
300
67.0
170
940
87.OJ
55.0
438
629-971
193-307J
108J
276J
78.1J
Lead
P g/L
15
0.39J
Magnesium
-
Man anew
P g/L
50
2.OJ
3.OJ
1.0J
14.OJ
2.OJ
3.OJ
266
13 - 27J
8.01
6.0J
Mercury
/L
1
0.011
0.12J
0.26
Nitrate (as NO3-)
P g/L
10,000
400
H
SU
6.9
6.8
6.4
6.7
7.4
6.7
Sulphate
P g/L
250,000
1,5001
Trichloroethene
P g/L
3
0.95J
3.1
3.4
3.3
3.6
3.9
1.5
0.95 - 1J
0.99 - LIJ
0.79J
0.85J
1.1
Temperature
°C
16.4
17.8
16.5
16.7
15.8
17.0
Tetrachloroethene
P g/L
0.7
3.6
12.0
14.0
12.0
12.0
13.0
5.9
3.2
2.6
2.1
2.2
3.0
Trichlomfluoromethane
P g/L
2,000
1.7J
1.1
1.2J
I.IJ
1.2
0.42J
0.22J
0.21-0.26J
0.40J
Turbidity
NTU
25.0
36.0
3.0
2.0
3.0
Vinyl Chloride
lEgIL
1 0.03
X lene (m & )
2.0
-
X lene o
1.0
NC 21, - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-1
Historical Groundwater Monitoring Data (DDW-01)
Former York Road Landfill
Charlotte, North Carolina
Sam le Date
3/26/2014 9/23/2014 3/6/2015 9/22/2015 3/24/2016 9/27/2016 3/27/2017 9/26/2017 1 3/30/2018 9/28/2018 1 4/5/2019 9/20/2019 3/31/2020
Constituent
Units
NC 2L
1,1-dichloroethane
P g/L
6
2.1
2.9J
1.6
3.0
1.7
6.5
6.1
5.5
5.7
5.7
7.5
6.1
1,1-dichloroethene
/L
350
1,2-dichloroethane
/L
0.4
1,2-dichloro ro ane
P g/L
0.6
Acetone
P g/L
6,000
Barium
P g/L
700
22.3
21.6J
22.8
20.3
24.0
25.0
26.7
22.7
25.2
45.9
30.0
27.5
26.8
Benzene
W /1-
1 1
2.9
Cadmium
P g/L
2
Chloride
/L
250,000
Chlorobenzene
50
0.24J
2.6
3.1
1 3.0
4.5
1
3.8
1 5.2
Chloromethane
P g/L
3
Chromium (III+VI)
/L
10
10.0
9.1
9.8
1
11.6
9.4
8.1
cis-1,2-dichloroethene
P91L
70
2.5
3.8J
2.2
4.3
2.5
12.3
12.1
14.7
13.9
19.8
15.7
COD
PgIL-
-
-
-
-
-
-
-
-
-
-
-
-
-
Specific ConductancePS/cm
1
360
351
358.3
366.2
361.5
361.1
354.0
366.0
307.1
328.6
341.8
345.E
Iron
/1
300
122
56.7
62.6
76.1
1,030.0
240.0
4,160
844
Lead
P g/L
15
Magnesium
14,300
-
-
-
Man anew
50
7.0
19.0
12.9
-
293
-
102
Mercury
/L
1
Nitrate (as NO3-)
P g/L
10,000
H
SU
7.1
6.9
6.8
6.9
6.9
6.8
6.9
6.8
7.2
6.7
6.9
6.8
Sulphate
P g/L
1 250,000
Trichloroethene
P g/L
3
0.71J
1.1
1.9
3.1
3.8
2.6
4.5
4.9
6.4
4.4
Temperature
°C
16.6
16.8
16.9
16.7
21.5
17.7
21.3
17.9
22.6
16.1
19.7
16.5
Tetrachloroethene
P g/L
0.7
1.9
3.0
1.5
2.6
1.4
6.7
8.2
6.2
5.4
1.5
4.2
4.9
4.2
Trichlorofluoromethane
P g/L
2,000
-
-
-
-
-
Turbidity
NTU
7.0
2.0
6.4
-
-
-
Vinyl Chloride
P g/L
0.03
1.6 J
X lene (m & )
PgIL
-
X lene o
NC 21, - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-2
Historical Groundwater Monitoring Data (DDW-01A)
Former York Road Landfill
Charlotte, North Carolina
Rsmnle. n»r 3/19/7009 1 9/17n00R I 4nnotto I (vionotto 1 1/10/7010 1 9n4nolo 1/79/7011 9nln0ll 1/71/7017 9n6nO17 4/6nO14 9/10n014 1/76/7014
rr�®aaaaaaaaaaa®�
rroaaaaaaaaaaaa�
rraaaaaaaaaaaaaa
rr����aaa®a�aaaa�a
e�o�aaaaa®��aaa�
Carbon dis.Ifide
e�aaaaaa®®®®®tea
e�
� � �
as
1 1 1
aaaaaaaaaa
rr�®aaaaaaaaa�aaa
rr�maa��a®�
aaaaaa
rr�aaa
l l l
aaaaaaaaaa
Specific Conductance
r�aaaaaaa��
l l
.l r
��
rr�®aa®aaaaaaaaaa
rr�®a®aaa®aaaaaaa
rr�®aa®aaaaaaaaaa
Nitrate (as NO3-)
rr�aa®aaaaaaaaaa
rr��aaaaa®aaaaaaa
rr�
� � �
as®aaaaaaaaaa
rr�
� �
aaaaaa®aa�aaa
©aaaaaaaa�����®
Vinyl chloride
rr�aa®®aa�
aaaa®
nr�aaa®aaaaaaaaaa
n�r+�aa
aaaaaaaa
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometne Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2005 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section(https://deq.ne.gov/abouttdivisions/wasme magementlwaste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-2
Historical Groundwater Monitoring Data (DDW-01A)
Former York Road Landfill
Charlotte, North Carolina
Rsmnle. n»r 9/71/7014 1 7/60015 1 9/77/7015 1 WWOlfi 1 9/77/7016 1 4n7nO17 1 9/76/7017 1 4/4OnOIR 1 9/79/7019 1 4/5/7019 1 9/70/7019 1 4/41nO70
My
®®
rr�®aaaaaaaaaaaa
e�®aaaaaaaaaaaa
eoaaaaaaaaaaaa
ea�aaaaaaaaaaa
e���aaaaaaaaaaaa
e�oaaaaaaa®�
���®
e�®aaaaaaaaaaaa
rr�®aaaaaaaaaaaa
rr�maaaaaaaaaaaa
rr�aaaaaaaaaaaaa
Specific Conductance
rr�®a�aaaaaaaaaa
rr�®aaaaaaaaaaaa
rr�®a�aaaaaaaaaa
Nitrate (as NO3-)
rr�aaaaaaaaaaaa
rr��aaaaaaaaaaaa
rr�
� � �
aaaaaaaaaaaa
rr�®aaaaaaaaa®®®
rr���aaaaaaaaaaaa
©a®a®aaaaaaaaa
Vinyl chloride
rr�a®aaaaaaaaaaa
n�+�a�aaaaaaaaaaa
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsie cons per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelomeurc Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2005 ace shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section(https://deq.ne.gov/abouttdivisions/wasme magementlwaste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-3
Historical Groundwater Monitoring Data (DDW-02)
Former York Road Landfill
Charlotte, North Carolina
���®®®a®aaaaaaaa
���aaaaa�a®aa�aa
��maaaaa®aaaaaaa
nr�o®®®®�aaaaa®aa
��©aaaa®aaaaaaaa
���aaaa��a�aa®aa
��®aaaaaaa®a�aaa
��ma®�®��aaaaaaa
'
•.
��aaa®aaaaaaaaaa
��
� �
aa�aaaaaaaaaa
��®a®aa®®aaaaaaa
���aaaaaaaaaaaaa
���aaaa®®aaaaaaa
�aaaaaaa®��®®gym
®aaaaaaaa��®®®®
m��aaa�iaaaaaaaaa
NC 2L - Tide 15A of the North Croh.a Admini—ive Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm- Mi—iemeus per centimeter
SU - Stmdard Units
°C - Degrees Celsius
NTU - Nephelomehic Turbidity Units
Notes:
1. Only constiwents derocted in one or more samples since March 2008 are shown.
2. Vadm exceeding NC2L are displayed in bold and shaded gray.
3. Blank table —ies indicate that the consliwent waz either not sampled or not detected.
4. OWP, NC 2L, and SWSL were obtained hom NCDEQ Solid Wazte
Section (http,://deq.nc.gov/about/divisions/waste-managementlwazh-managemen[-
mles/sohd-waste-rules).. 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-3
Historical Groundwater Monitoring Data (DDW-02)
Former York Road Landfill
Charlotte, North Carolina
���aaaaaaaaaaa�
���aaaaaaaaaaaa
��maaaaaaaaaaaa
nr�oaaaaaaaaaaa®
��©aaaaaaaa®�■�®
��
� � � �
aaaaaaaaaaaa
��®aaaaaaaaaaaa
��maaaaaaaaaaaa
d
••
��aaaaaaaaaaaaa
��
� �
aaaaaaaaaaaa
��®aaaaaaaaaaaa
���a�aaaaaaaaaa
���aaaaaaaaaaaa
��
� � � �
aaaaaaaaaaaa
��®aaaaaaaaaaaa
���aaaaaaaaaaaa
��
� � �
aaaaaaaaaaaa
®a®a®aaaaaaaaa
m��aaaaaaaaaaaa
NC 2L - Tide 15A d the North Croh.a Admini—ive Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm- Mi—iemeus per centimeter
SU - Stmdard Units
°C - Degrees Celsius
NTU - Nephelomehic Turbidity Units
Notes:
1. Only constiwents derocted in one or more samples since March 2008 are shown.
2. Vadm exceeding NC2L are displayed in bold and shaded gray.
3. Blank table —ies indicate that the consliwent waz either not sampled or not detected.
4. OWP, NC 2L, and SWSL were obtained hom NCDEQ Solid Wazte
Section (http,://deq.nc.gov/about/divisions/waste-managementlwazh-managemen[-
mles/sohd-waste-rules).. 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-4
Historical Groundwater Monitoring Data (DDW-03)
Former York Road Landfill
Charlotte, North Carolina
n�m®aa®aaaaaaaa
n�©aaaaaa®aaaaa
n�
� � � �
aa�aaaaaaaaa
n�maa®®aaaaaaaa
'
•
n�aaa�aaaaaaaaa
I
n�®�aaaaaaaaaaa
n�oaaa®aa�a�a®a
��aaaaaaaaaaaaa
aaaaaaaaaaaa
SON
aaaaaaaaa®®�®®
®aaaaa®aaaaaa
FORM
©aaaaaaaaaaaaa
mr,�®aaaaaaaa�r�aaa
NC 2L- Title 15A of the Nonh Carolina Administrative Code, Subchapter 2L Standards
pg/L-Mi g—per Bter
pS/cm - Microsiemens per centimeter
SU - Standazd Units
°C- Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 200E are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate Nat the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section(http,://d,q.n,.go,/ab,,t/diviMm,/waste-manag,m l/,aste-management-
mles/solid-wasLL roles) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-4
Historical Groundwater Monitoring Data (DDW-03)
Former York Road Landfill
Charlotte, North Carolina
n��®aaa®aaaaaaa
nr���aaaaaaaaa®a
n�
� � �
aaaaaaaaaaaa
n�maaaaaaaaaaaa
n�oaaaaaaa�®�®a
n�©aaaaaaaaaaaa
n�
� � � �
aaaaaaaaaaaa
n�m�aaaaaaaaaaa
•
nraaaaaaaaaaaaa
... I I
n�®aaaaaa�aaaaa
n�oaaaaaaaaaa®a
����aaaaaaaaaaa
aaaaaaaaaaaa
��®aaaa®aaaaaaa
®aaaaaaaaaaaa
®aaaaaaaaaaaa
FORM
©a®a�aaaaaaaaa
NC 2L- Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L-Mi g—per Bter
p5/cm - Micmeiemevs per centimeter
SU - Standard Units
°C- Degrees Celsius
NTU - Nephelometric Turbidity Units
No es:
1. Ody constituents detected m one or more samples since March 200E are showy.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate Nat the constlment was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section(http,://d,q.n,.go,/ab,,t/diviMm,/waste-manag,m l/,aste-management-
mles/solid-wasLL roles) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-5
Historical Groundwater Monitoring Data (DDW-03A)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/26/2008 1 9/17/2008 1 4/I/2009 1 9/10/2009 1 3/10/2010 1 3/29/2011 1 9/20/2011 1 3/21/2012 1 9/25/2012 1 3/6/2013 9/10/2013 3/26/2014
Constituent
Units
NC 2L
1,1-dichloroethane
/L
6
0.40J
0.42J
Acetone
/L
6000
1,300
11100
12.0
Arsenic
/L
10
2AJ
2.5J
Barium
p Z/L
700
53.0
52.0
40.0
49J
39J
42.6
34AJ
413J
32.7J
333J
314J
32.1
Benzene
/L
1
2.9
Carbon disulfide
700
Chloride
/L
250,000
8,000
Chloromethane
/L
3
0.62J
Chromium(IB+VI)
/L
10
0.81
0.7J
1.1J
11.8
cis-1,2-dichlomethene
/L
70
0.96J
1.8
1.1
1.OJ
2.3J
3.0
3.7J
2.1J
1.3J
1.9J
2.1J
1.6
COD
/L
59,000
Specific ConductancePS/cm
1,056
1,053
1,010
1,020
1,220
922
1,150
Iron
/L
300
Hot
Lead
/L
15
2.7J
1.4J
Manganese
P g/L
50
-
-
-
-
Mercury
/L
1
-
-
-
-
o.19J
H
SU
7.2
65
8.1
8.1
8.2
8.2
7.8
Selenium
20
5.3J
6.5J
Sulphate
/L
250,000
510,000
Trichloroethene
p g/L
3
0.82J
0.86J
0.60J0.76J
0.67J
0.51J
TempC
118.0
18.3
17.8
14.5
19.7
16.0
NTU
tl5.
820Turbidi[
73.0
5
29.0
6.0
12.0
X lene m & )
X lene o
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and S WSL were obtained from NCDEQ Solid Waste
Section (htLps://deq.nc.gov/abmt/divisions/waste-management/waste-management-
rules/solid-waste-roles) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-5
Historical Groundwater Monitoring Data (DDW-03A)
Former York Road Landfill
Charlotte, North Carolina
�oaaaaaaaaaeaa
�maaaaaaaaaaaa
WIM
��
� �
aaaaaaaa®ate®
�
� � � �
aaaaaaaaaaaa
rtr�©aaaaaaaaaaaa
�m®aaaaaaaaaaa
cis-1,2-dichlomethene
nr�m�®®®�aaaaaaa
rt�aaaaaaaaaaaaa
�
� �
a®aaaa�aaaaa
��®aaaaaa�aaaaa
m
a�aaaaaaaaaa
rtr�
o
aaaaaaaaaaaa
��
m
®aaaaaaaaaaa
�
� � � �
aaaaaaaaaaaa
Trichlorootheno
rt�®aaaaaaaaaaaa
®a�a�aaaaaaaaa
�a�aaaaaaaaaaa
n.�a�aaaaaaaaaaa
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and S WSL were obtained from NCDEQ Solid Waste
Section (htLps://deq.nc.gov/abmt/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-6
Historical Groundwater Monitoring Data (DDW-05)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/20/2008 9/18/2008 4/8/2009 9/11/2009 3/9/2010 9/23/2010 3/31/2011 9/19/2011 3/20/2015
Constituent
Units
NC 2L
1,1-dichloroethane
P g/L
6
5.9
4.0
4.7
5.2
5.4
2.6
0.91
4.7J
1.81
1,2-dichloroethane
0.4
-
1,2-dichloro ro ane
P g/L
0.6
1,4-dichlorobenzene
6
0.51J
Acetone
/L
6,000
0.84J
3.5J
Arsenic
10
2.8J
1.91
1.5
Barium
/L
700
70
62
73
77J
76J
96
80.1
74.3J
58.IJ
Cadmium
2
0.4J
Chloride
P g/L
250,000
100,000
Chlorobenzene
/L
50
1.3
1.2
0.95J
0.82J
1.5J
1.5
0.58J
Chloroethane
/L
3,000
17
13
14
22
16
23
7.2
1.3J
Chromium III+VI)
/L
10
0.8J
1.0J
0.5J
6.3
2.2J
cis-1,2-dichloroethene
/L
70
0.26J
0.21J
COD
/L
30,000J
Specific ConductancePS/cm
947
766
500
Iron
/L
300
901
Lead
/L
15
2.7J
0.24J
Mercury
/L
1
0.31
H
SU
6.9
6.8
6.7
Selenium
/L
20
1
4.7.1
5.7
Sulphate
/L
250 000
7,500
Temp
°C
14.9
16.1
17.9
Turbidity
NTU
7.2
24
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-6
Historical Groundwater Monitoring Data (DDW-05)
Former York Road Landfill
Charlotte, North Carolina
Sam le Date
9/27/2012 3/5/2013 9/11/2013 3/27/2014 9/25/2014 3/12/2015 9/22/2015 3/23/2016 9/28/201;
Constituent
Units
NC 2L
1,1-dichloroethane
P g/L
6
2.2J
5.6
5.4
2.3
4.5J
1.8
1.4
1.2
2.3
1,2-dichloroethane
0.4
0.29J
1,2-dichloro ro ane
P g/L
0.6
0.33J
1,4-dichlorobenzene
6
0.33J
Acetone
P g/L
6,000
Arsenic
10
Barium
P g/L
700
56.2J
86.5J
125
77.4
90.3J
86.6
62.2
120
112
Cadmium
2
Chloride
P g/L
250,000
Chlorobenzene
50
1.5J
0.23J
1.0J
1.5
Chloroethane
3,000
7.9J
4.5J
10.9
6.2
19.7
Chromium III+VI)
10
5.7
5.3
7.3
cis-1,2-dichloroethene
p 2/L
70
0.24J
COD
Specific ConductancePS/cm
739
904
1,060
1,380
1,424
1,286
1,472
1,428
Iron
300
Lead
P g/L
15
Mercury
1
H
SU
6.7
6.7
6.4
6.7
6.7
6.5
6.8
6.6
Selenium
20
Sulphate
P g/L
250 000
Temp
°C1
16.8
15.2
15.5
15.5
1 16.1
20.2
16.5
19.2
Turbidity
NTU
2
1 6
2
1 2
5
77.1
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-7
Historical Groundwater Monitoring Data (DDW-06)
Former York Road Landfill
Charlotte, North Carolina
Camnle Date 3/25/2009 1 9/16/2009 1 4/2/2009 1 9/10/2009 1 3/10/2010 1 9/23/2010 1 3/29/2011 1 9/21/2011 1 3/21/2012
Constituent
Units
NC 2L
2-hexanone (MBK)
P g/L
Acetone
/L
6,000
340
66J
33J
8.8
Barium
/L,
700
15
30 - 36
24
28J
34J
30
18.0 - 18.6
19.01
20.8J
Chloride
/L
250000
2,100
Chloromethane
P g/L
3
0.191
Chromium (III+VI)
P g/L
10
1
0.2 0- 0.30J
0.50J
5.1
2.2.1
COD
/L
11,000i
Eth ]benzene
600
Specific ConductancePS/cm
118
121
119
Iron
300
97J
Lead
/L,
15
2.0 - 2.0
1.11
2.0J
0.51J
H
SU
6.1
6.2
6.0
Selenium
/L,
20
0.66J
Sulphate
P g/L
250,000
280J
Temp
°C
16.3
17.6
18.5
TurbidityNTU
38
32
X lene(m & )
/L
X lene o
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-7
Historical Groundwater Monitoring Data (DDW-06)
Former York Road Landfill
Charlotte, North Carolina
Samnle Date 9/26/2012 1 3/6/2013 1 9/11/2013 1 1/27/2014 1 9/24/2014 1 3/11/2015 1 9/23/2015 1 1/23/2016 1 9/27/2016
Constituent
Units
NC 2L
2-hexanone (MBK)
P g/L
1.6J
Acetone
/L
6,000
Barium
/L,
700
18.91
20.6J
24.8J
23.2
27.9J
16.2
24.0
16.0
21.5
Chloride
/L
250,000
Chloromethane
/L,
3
Chromium (III+VI)
/L
10
5.5
COD
/L
Eth ]benzene
600
0.40J
Specific ConductancePS/cm
113
141
107
117
134
116.8
115.9
106.3
Iron
300
Lead
/L,
15
H
SU
6.1
6.3
6.1
6.3
6.3
6.3
6.2
6.4
Selenium
P g/L
20
Sulphate
250,000
Temp
°C
16.8
14.2
17.4
1 17.1
1 17.1
17.6
16.8
21.7
Turbidity
NTU
2
2
1
9
5
5.5
X lene (m & )
/L.
2.8
X lene o
1.4
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-8
Historical Groundwater Monitoring Data (DMW-01)
Former York Road Landfill
Charlotte, North Carolina
erg
®a®®®®®®®®®®®®
RON
Carbon disulfide
®aaaaaaaaa®aaaa
erg®aaa®aaaaaaaaaa
'
•
er�aaaa®aaaaaaaaaa
Field Specific Condmmnce
r�aaaaaaaa®®®®®�®
erg®aaaaaa®a®®aaaa
r�_,�
o
aaaaaaa�aaaaaa
'
�
� � �
aaaaaaaaaaaaaa
•
�
aaa®aaaaaaaaaa
r�aaaaaaaa�®®®®®�
rrrl�
®aaaaa®®aaaaaaa
�
aaa®aaaaaaaaaa
Trichlomethene
�aaaaaaaa®��m®��
®aaaaaaaaa®moo®o®
r�aaaa®aaaaaaaaaa
e�r�aaaaoaaaaaaaaaa
NC 2L - Title ISA of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelomctric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (haps://deq.nc.gov/about/divisions/waste-management/wasw-management-
rules/solid-waste-roles) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-8
Historical Groundwater Monitoring Data (DMW-01)
Former York Road Landfill
Charlotte, North Carolina
�m®����aaaaaaa
ropropanne
r.��aaaaaaa��aaa
�m®aaaaaaaaaaa
rrr�o�®®aaaaa�a®a
Carbon disulfide
r��aaaaaaaaaaaa
er_�
� �
aaaaaaaaaaaa
®®®®®®aaaaaaa
'
•.
er�aaaaaaaaaaaaa
Field Specific Conductance
�®a®aaaaaaaaaa
r�_,�oaaaaaaaaaaaa
'
�
� I �
aaaaaaaa®aaa
•
�
I � � �
aaaaaaaaaaaa
r�®aaaaaaaaaaaa
�
� I � I
aaaaaaaaaaaa
Trichlowethene
erg®�aa�aaaaaaaa
�
I �
�aaaaaaaaaaa
®a®a®aaaaaaaaa
r�aaaaaaaaaaaaa
e�aaaaaaaaaaaaa
NC 21. - Title ISA of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (haps://deq.m.gov/about/divisions/waste-management/wasW-management-
mles/solid-waste-roles) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-9
Historical Groundwater Monitoring Data (DMW-02)
Former York Road Landfill
Charlotte, North Carolina
cs..,.ao nq�o 1/9n/9nnu I nne/9nnu I 1n1/9nnn I o/tn/9nno I 1/11MIn I annMll I 0n0/9nn I 1n0/9nt9 I 0/9d/9nt9 I ❑/annta 0/0nnt1 1/95/9nta
Constituent
Units
NC 21,
Acetone
/L
6000
33
24
5.9JL
Arsenic
/L
10
2.8J
3.1J
2.9J
Barium
p g/L
700
32
57
25
47J
69J
27.9
25.2J
46.1J
32.8 - 34.7J
46.3J
29.6J
23.3
Chloride
/L
250,000
6,100
Chloromethane
/L
3
0.13J
Chromium(III+VI)
/L
10
1.4J
0.6J
2.OJ
LOJ
cis-1,2-dichloroethene
/L
70
COD
/L
17,000J
Specific Conductance
S/em
1.254
1.390
1.210
918
1.250
1320
1310
Iron
/L
300
1,100
7,000
50 - 1300.1
4,300 - 4,400
1 8,500
1,850
1 885
4,800
2 90 - 2 710
4,750
2,090
1 530
Lead
/L
15
11
5.9
3.8-4.IJ
7.OJ
5.6I
Manganese
/L
50
69
160
57
110 - 120
170
63
52
108
73.76
110
66
60
H
SU
6.9
7.6
7.1
25
6.9
7.4
7.5
Selenium
/L
20
45J
7.9J
Sul hate
/1,
250 000
670 000
Tem
°C
17.0
20.0
19.9
20.1
17.1
20.5
17.2
Turbidi[
NCU
13
245
158
77
39
1 109
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometdc Turbidity Units
Notes:
1. Only constituents detected in one or more samples since Much 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-roles) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-9
Historical Groundwater Monitoring Data (DMW-02)
Former York Road Landfill
Charlotte, North Carolina
QM/nnla I vFnnla I v7tnnt5 I 1/71nnm I 0t7unnm I 1/77nnt7 I v7ennt7 I annnntu I v77nntu I aK/9nto onnnnto cntnnvn
Constituent
Units
NC 21,
Acetone
/L
6,000
Arsenic
/L
10
Barium
700
19.2J
30.8
22.3
36.9
18.5
18.2
11.9
17.4
167
32.1
28.1
40.4
Chloride
/L
250000
Chloromethane
/L
3
Chromium (III+VI)
10
cis-1,2-dichloroethene
/L
70
1.8
COD
/L
Specific Conductance
S/cm
1.170
1.216
1.249
1.257
1.273
1,241
1.237
948
1,165
596.0
1,073
Iron
/L
300
2,300
2,540
727
2,990
302
141
1550 - 1630
4,920
Lead
p Z/L
15
Manganese
/L
50
70
72
49
75
39
37
3.380
1,210
H
SU
7.3
7.2
7.6
7.3
7.4
7.5
7.2
6.8
7.4
6.6
743
Selenium
20
32.8
Smate
1
250000
T
C
19,5
19.4
17.9
23.6
19.7
24.3
20.1
24.3
18.4
22.7
17.6
IT-bidity
INTU
1
100
81.6
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometdc Turbidity Units
Notes:
1. Only constituents detected in one or more samples since Much 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-roles) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-10
Historical Groundwater Monitoring Data (DMW-02A)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/19/2008 1 9/16/2008 1 4/3/2009 1 9/11/2009 1 3/11/2010 1 3/30/2011 1 9/19/2011 1 3/22/2012 1 9/27/2012 1 3/5/2013 1 9/11/2013 1 3/25/2014
Constituent
Units
NC 2L
1,1-dichloroethane
/L
6
20
1.6J
1,2-dichloroethane
1,4-dichlorobenzene
/L
P oR-
0.4
6
1.5
0.56J
0.56J
Methyl Ethyl Ketone
P gfL
4000
6.0
8.9
3.8J
3.7J
5.11
8.7J
5.0
7.5J
4.8J
2-hexanone(MBK)
L
4.2
3.3
0.48J
2.9J
Acetone
6,000
6,700
6,800
4,100
6200.1
5,400J
4,000
1,430
471
318
115
Arsenic
10
4.7J
3.IJ
2.5J
5.9J
Barium
Benzene
L
700
1
130
160
330
420
730
676
0.41J
752
72.2J
0.45J
EEF1
1,020
Chloride
250,000
4,000
Chlorobenzene
50
0.76J
0.73J
Chloromethane
3
0.44J
0.54J
Chromium (III+VI)
10
11
11
9.3
8.91
6.7J
7.5
9.5J
5.0
6.3J
6.OJ
7.0
cis-1,2-dichloroethene
70
3.5
3.27
COD
210,000
Specific Conductance
JASIcra
8,150
8,350
8,240
7,040
7,370
7,360
7,710
Iron
300
881
Lead
15
2.67
1.87
1.37
2.77
5.0
12.1
Nitrate (as NO3-)
10,000
2,400
H
SU
12.7
12.3
12.5
12.4
12.6
12.4
12.4
Selenium
20
6.01
7.7J
11J
Silver
20
13.5
12.4
16.1
Sulphate
250000
59,OOO1
Trichloroethene
3
0.58J
0.81J
Tern
°C
15.2
17.3
19.0
17.0
15.5
18.6
16.0
Tetrachloroethene
Turbidity
NTU
0.7
0.95J
34
106
133
19
13
47
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 21, Standards
pg(L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC21. are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
mles/solid-waste-Hiles) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-10
Historical Groundwater Monitoring Data (DMW-02A)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
9/22/2014 1 3/12/2015 1 9/22/2015 1 3/24/2016 1 9/28/2016 1 3/27/2017 1 9/26/2017 1 3/30/2018 1 9/27/2018 1 4/5/2019 1 9/20/2019 3/31/2020
Constituent
Units
NC 2L
1,1-dichloroethane
6
1,2-dichloroethane
0.4
1,4-dichlorobenzene
6
Methyl Ethyl Ketone
4000
6AJ
8.1
12.9
6.7
6.6
6.6
8.8
2-hexanone (MBK)
L
5.9
Acetone
p YL
6,000
131
112
120
57.7
70.4
73.6
57.1
61.1
93.2
74.0
99.8
95.1
Arsenic
P -'/1.
1 10
Barium
p g/L
700
1
1250
1
1460
1270
1300
1150
Will
Will
U90
wo
IWO
Benzene
/L
1
Chloride
250,000
Chlorobenzene
50
Chloromethane
3
Chromium (III+VI)
L
10
9.91
6.2
5.9
5.9
5.2
5.2
5.1
5.3
cis-1,2-dichloroethene
70
COD
Specific Conductance
JASIcra
6,750
7,146
7,830
6,708
6,800
6,522
6,538
6,309
6,891
6,701
6.114
Iron
300
Lead
15
15.2
5.7
6.2
Nitrate (as NO3-)
10,000
H
SU
10.8
12.3
12.5
12.4
12.4
12.4
12.5
12.0
12.3
12.3
12.4
Selenium
20
50.4
-
-
-
-
-
-
-
-
-
-
-
Silver
20
17.1
Sulphate
250,000
Trichloroethene
3
Temp
C
18.9
16.1
16.5
21.9
16.8
23.0
18.1
22.2
17.7
19.0
16.0
Tetrachloroethene
0.7
Turbidity
NTU
31
30.2
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg(L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
mles/solid-waste-Hiles) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-11
Historical Groundwater Monitoring Data (DMW-02B)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/19/2008 9/16/2008 1 4/3/2009 1 9/10/2009 1 3/11/2010 1 3/30/2011 1 9/22/2011 1 3/22/2012 1 9/27/2012 1 3n12013 9/11/2013 3/25/2014
Constituent
Units
NC 2L
1,1-dichloroethane
L
6
1.9
1.8
1.7J
2.5J
1.7J
2.2
1.91
1.7J
1,9J
0.94J
1,2-dichloroethane
1,4dichlorobenzene
0.4
6
1.4
0.64J
0.63J
0.57J
1.4
0.72J
1.2
0.64J
1.4
0.58J
1.1
0.50J
0.42J
0.991
0.59J
1.0
0.39J
1666J
2-hexanone (MBK)
0.801
Acetone
6,000
33
56
4.1JL
2.7J
5.9J
1,760
Arsenic
10
3.37
2.37
2.37
4.77
1.57
Barium
700
7.0J
8.51
7.3J
8.01
15.0J
35.1
16.11
920
12.8J
17AJ
13.5J
10.9
Benzene
1
0.52
0.53J
0.44J
0.501
0.37J
0.25J
Chloride
L
250,000
29,000
Chlorobenzene
50
0.59J
0.65J
0.651
0.801
0.71J
0.51J
0.92J
0.55J
0.32J
Chromium III+VI
10
0.71
04
0.91
1AJ
13.3
6.5J
cis-1,2dichloroethene
70
2.1
2.5
2.0
3.41
2.61
3.5
3.3J
1.5J
3.41
3.8J
2.1
COD
24,000J
Specific Conductance
P S/cm
447
450
350
469
507
399
468
Iron
300
120J
Lead
PgIL
15
2.0
H
SU
80
75
79
93
77
79
76
Selenium
20
4.9J
4.4J
S.II
Silver
20
14.7
Sulphate
250,000
62,000
Trichloroethene
3
0.61J
0.66J
0.52J
0.60J
0.891
0.70J
Temp
°C
16.0
17.0
1969
17.3
15.6
18.7
15.0
Tetrachlomethene
0.7
0.55J
0.641
0.641
0.801
1.1
0.991
1.0
1.6
0.99J
Turbid,
NTU
259
790
95
8'
35
53
NC 21, - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC21, are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https:/Ideq.m.govlabout/divisions/waste-management/waste-mamgement-
mles/solid-waste-rules) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-11
Historical Groundwater Monitoring Data (DMW-02B)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
9/25/2014 3/12/2015 1 9/22/2015 1 3/22/2016 1 9/28/2016 1 3/27/2017 1 9/26/2017 1 3/30/2018 1 9/27/2018 1 4/5/2019 1 9/20/2019 1 3/31/2020
Constituent
Units
NC 2L
1,1-dichloroethane
L
6
1.0
1.8
1.4
1.5
1.2
1.2
1.1
1.2
2.1
1,2-dichloroethane
1,4dichlorobenzene
0.4
6
0.65J
r 1.0
2-hexanone (MBK)
Acetone
6,000
Arsenic
10
Barium
700
51.4J
13.5
10.5
30.0
8.4
8.3
5.8
6.5
6.9
8-0
T8
8.1
Benzene
1
0.31J
1.1
3.3
2.3
4.9
5.0
L7
Chloride
L
250,000
Chlorobenzene
50
LUJ
Chromium IB+VI
10
10.7
cis-1,2dichloroethene
70
4,IJ
26
5.9
4.7
6.1
4.3
4.6
4.6
3.3
40
COD
Specific Conductance
S/cm
455
455
467
499
471
471
468
390.5
529.4
398.0
647.0
Iron
300
-
_
-
-
-
-
-
-
-
-
-
-
Lead
15
H
SU
7.8
8.7
7.7
9.8
7.5
7.7
7.5
7.3
8.2
7.5
7.4
Selenium
20
Silver
20
Sulphate
250,000
Trichloroethene
3
0.88J
18
Tem
°C
16.9
16.5
19.4
21.6
16.8
23.3
IZ4
23.9
18.1
19.1
16.0
Tetrachlomethene
0.7
1.5
1.1
1.1
Turbidit
NTU
165
24.2
NC 21, - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelomemc Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC21, are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https:/Ideq.m.govlabout/divisions/waste-management/waste-mamgement-
mles/solid-waste-rules) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-12
Historical Groundwater Monitoring Data (DMW-05)
Former York Road Landfill
Charlotte, North Carolina
Sam le Date
3/18/2008 1 9/17/2008 1 4/8/2009 1 9/10/2009 1 3/10/2010 1 9/23/2010 1 3/29/2011 1 9/20/2011 1 3/20/2012 1 9/25/2012 1 3/5/2013 1 9/10/2013 3/26/2014
Constituent
Units
NC 2L
1,1-dichloroethane
6
0.86J
2.23
28
1.6
7.8
2.OJ
2.2J
1,1-dichloroethene
7
OS3
1,2dichlorobenzene
20
0.63J
1.6J
0.49J
0.44J
0.33J
0.30J
1,2dichloro ro ane
P YL
0.6
2.2
1,4-dichlorobenzene
6
0.61J
0.901
1.4
2.4
0.66
0511
4.3
13
0.93J
0.37J
0.95J
0.951
Acetone
6,000
17
68
70J
61
Arsenic
10
6AJ
3.2J
Barium
P gfL
700
62.0
140
93.0
180
140
110
120
105
152
145
107
175
63.8
Benzene
p YL
1
0.64
Chloride
250,000
100,000
Chlorobenzene
50
1.7J
0.25J
2.3J
1AJ
0.97J
0.68J
0.98J
1.5
Chloroethane
3,000
Chloromethane
3
0.64J
Chromium III+VI
10
3.lJ
1.0J
0.4J
4.8
cis-1,2dichloroethene
70
0.617
1.2J
3.8
1.1
32.6
0.27J
IAJ
0.94J
COD
43,OOOJ
Specific Conductance
p S/cm
1,084
1,060
777
978
1,200
1,300
845
Iron
300
2,300
12,000
7,900 - 9,200
9,600
16,000
270
7 760
12,100
14.300
8,930
7,310
12,400
8,340
Lead
15
2.1J
2.3J
0.38J
Manganese
50
2,100
3,200
2,600
2,800
2,200
530
3 060
3,130
2,780
2,360
1,940
2,940
1570
H
SU
6.4
6.4
6.1
6.4
6.3
6.4
6.6
Selenium
20
8.01
2.6
Silver
20
0.3J
Sulphate
250,000
130,000
Trichloroethene
3
0.96
4.9
Temp
C
16.6
19.4
19.3
20.0
15.4
19.8
15.9
Tetrachloroethene
0.7
0.8
1.8
trans-1,2-dichloroethene
100
0.66]
Turbidit
NTU
54
48
15
24
8
8
Vin 1 chloride
0.03
Lfi
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC21, are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-managementtwmte-management-
mles/solid-waste-mles) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-12
Historical Groundwater Monitoring Data (DMW-05)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
9/23/2014 1 3/11/2015 1 9/23/2015 1 3/22/2016 1 9/27/2016 1 3/27/2017 1 9/26/2017 1 3/30/2018 1 9/28/2018 1 4/5/2019 1 9/20/2019 1 3/31/2020
Constituent
Units
NC 2L
1,1-dichloroethane
p gL
6
2.7J
3.1
1,1-dichloroethene
7
1,2dichlorobenzene
20
0.321
1,2dichloro ro ane
P gIL
0.6
1,4-dichlorobenzene
L
6
1.2
1.3 - L5
Acetone
P YL
6,000
Arsenic
10
Barium
e/L
700
155
116
145
119 - 129
57
64A
62.7
67.6
66.9
67.2
46.1
57.3
Benzene
L
1
Chloride
250,000
Chlorobenzene
50
0.821
2.3
1.3
Chloroethane
3,000
23.2
Chloromethane
3
Chromium III+
10
cis-1,2-dichloroethene
70
1.47
COD
Specific ConductancePS/cm
1,027
1,550
1,009
1,280
1,249
1.061
1,421
1.167
856.0
398.0
940.0
Iron
300
10,800
8,350
243
13,000 -14,200
14,900
23,600
12,400
18,400
Lead
15
Manganese
P gfL
50
2,520
1,920
7,300
2,230 - 2,390
5,810
6,440
2,600
4,290
H
SU
6.4
6.6
6.5
6.5
6.4
6.6
6.6
6.4
6.6
7.5
6.6
Selenium
20
-
Silver
20
Sulphate
P gfL
250,000
Trichloroethene
p gL
3
Temp
C
21.9
15.4
17.1
23.2
I8.6
24.0
194
25.1
16.6
19.1
TO
Tenachloroethene
P gfL
0.7
trans-1,2-dichloroethene
100
Turbidity
NTU
12
6.0
Vinyl chloride
0.03
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC21, are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-managementtwmte-management-
mles/solid-waste-mles) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-13
Historical Groundwater Monitoring Data (DMW-06)
Former York Road Landfill
Charlotte, North Carolina
Sam le Date
1/19/2008 9/17/2008 4/1/2009 9/10/2009 3/10/2010 3/29/2011 9/20/2011 3/20/2012 9/25/2012 3/4/2013 9/10/2013 3/26/2014
Constituent
Units
NC 2L
1,1-dichlorcethane
/L
6
8.6
9.0
9.0
10
7.7-8.2
9.5
8.0
6.8
6.4
8.6-9.1
6.4
1,2-dichlorobenzene
/L
20
0.52J
0.74J
0-98J
0.58J
0.63-0.64J
0.73J
0.74J
0.72J
0.801
0.85J
0.76-0.77J
0.79-0.82J
1,2dichlorce[hane
/L
0.4
0.95J
0.97J
1.0
1.0
0.88 - 0.89J
1.0
1.0
O.SSJ
0.86J
0.99 - 1.OJ
0.82 - 0.86J
1,2dichloro ro ane
/1.
0.6
2.2
2.4
2.1
2.6
2.2
2.4
.3
2.4
2.2
2.3
2.4
2.2 - 2.3
1,4-dichlorobenzene
/L
6
4.9
5.5
6.5
5.6
5.2
5.7
5.4
5.8
5.6
5.8
it
5.7
Acetone
/L-
6 000
56
5.6 - 8.6J
7.2J
Arsenic
/L
10
2.5J
Barium
/L
700
430
460
480
490
470 - 510
565
556
511
516
550
575 - 617
540 - 550
Benzene
/L
1
0.51
0.52J
0.42J
0.38J
0.45J
0.42J
0.43 - 0.47J
0.40 - 0.42J
Chloride
/L
250 000
200,000
Chlorobenzene
/L
50
2.6
3.1
2.8
2.7J
3.0 -3.1
3.5
3.3
3.4
3.2
3.9
3.4
3.5
Chloromethane
/L.
3
0.56J
Chromium (BI+V l)
/L
10
3.9J
0.6J
9.11
6.5 - 7.2J
11.6
cis-1,2-dichlorcethene
/L
70
38
41
43
50
38 - 40
45.9
41.1
39.6
37.3
32.5
45.9 - 46.6
34.9 - 35.2
COD
/L
100,000
Specific ConductancePS/cm
1,182
1,192
849
1,170
1,250
1,188
1,350
Iron
/L
300
64
1,600
100
2,700
2,500 - 2,600
2,000
568
378
221J
349
183 - 368J
338 - 354
Lead
/L.
15
2.7J
1.91
1 - 1.4J
Manganese
/L.
50
71
81
80
98
100 - 110
113
134
114
117
128
126 - 135
133 - 135
Mercury/L
1
0.181
025 - 027
0.93
0.141
0.131
0.15J
(M U
H
SU
6.2
6.2
6.1
6.1
6.1
6.1
6.3
Selenium
/L
20
4.2J
Silver
/L
20
0.5J
0.6J
Sulphate
/L
250 000
7.800
Trichloroethene
/L
3
8.2
1 9.3
8.9
8.6
8.0 - 8.5
6.2
6.6
7.3
6.3
7.3
6.5 - 6.7
6.1 - 6.2
Temp
C
15.4
17.5
18.0
17.4
15.9
19.6
15.4
Tetrachlorcethene
/L
0.7
4.0
3.5
3.0
2.8 - 2.9
2.7
2.6
2.6
2.1
2.6
19
19 - 2.0
trans-1,2-dichloroethene
/L
100
1.5J
1.5J
1.7J
1.3J5
1.31
1.1J
1.1J
1.5J
1.0Trichlorofluoromethane
/L
2000
LIAJ
0.351TurbidiNTLJ
65
56
8
5
7
20
Vin 1 chloride
/L
0.038.4
8.0
9.1
5.9 - 6.2
6.7
1 7.4
6.8
5.3
3.7
5.0 - 5.1
4.8
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gory.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.m.gov/about/divisions/waste-managementtwmte-management-
mles/solid-waste-mles) on 21 May 2019.
CAR200048 Page 1 of 3 Geosyntec Consultants of NC, P.C.

Appendix C-13
Historical Groundwater Monitoring Data (DMW-06)
Former York Road Landfill
Charlotte, North Carolina
9/24/2014 3/5/2015 9/23/2015 3/24/2016 9/27/2016 3/27/2017 9/26/2017 3/30/2018 9/28/2018 4/5/2019 9/20/2019 3/31/2020
Constituent
Units
1,1-dichlorcethane
/L
5.8
5.9
6.8
5.1
5.5-4.8
4.7
4.7
4.2
4.5
4.2
4.8
4.3
1,2-dichlorobenzene
/I.
0.87J
LO
1.2
LO
1,2dichlorce[hane
/L
0.79J
1.1
1,2dichloro ro ane
1,4-dichlorobenzene
/L.
/L
1.9
5.7
5.7
2.2
6.1
5.5
2.0 - 1.8
5.3 - 5.0
6.0
1.8
5.3
1.9
5.2
2.2
5.6
2.3
6.6
5.6
Acetone
/L
Arsenic
/L
F250,000
Barium
/L
549
575
608
634
592-567
593
638
628
619
614
636
623
Benzene
/L
0.44J
Chloride
/I-
Chlorobenzene
/L
3 8
3.5
3.7
3.7
3.7-3.5
3.8
4 0
3 9
4 3
4.3
5.1
4.4
Chloromethane
/L.
Chromium(IJI+V�
/L
6AJcis-1,2-dichlorcethene
/L
32.8
326
41.1
28.3
31.7 - 28.8
26.6
28.9
24.9
28.1
25.0
34.2
26.2
COD
/L
Specific ConductancePS/cm
1,408
1,301
1,323
1,300
1,328
715
1,409
1,363
1,336
1,413
1,412
Iron
/L
300
2461
174
102
98
135 - 184
169
133
71.4
Lead
/I-
15
5.3
Manganese
/L
50
136
144
157
154 -160
262
158
184
Mercury
/L
1
0.32
H
SU
6.3
6.1
6.3
6.3
60
6.2
6.2
6.1
5.9
6.2
6.2
Selenium
/I-
20
11.6
-
-
-
-
-
-
-
Silver
/L
20
Sulphate
P Z/L
250,000
Trichloroethene
/L
3
5.9
5.6
4.8
5.5
4.9 - 4.3
5.0
4.4
4.9
4.1
4.6
5.1
4.1
Temp
C
16.3
169
W5
21,8
16.9
20.9
17.0
21.7
16.0
17.3
16.3
Tetrachlorcethene
/L
0.7
2.3
1.8
1.6
1.7
1.3
1.3
1.2
1.2
1.1
trans-1,2-dichloroethene
P Z/L
100
LOJ
LO
1.2
Trlchlorofluoromethane
/L
2,000
Turbidity
NTU
11
6.25
Vin I chloride
/L
0.03
4.9
4.4
4.3
3.7
39 - 3.1
2.7
1 3.3
3.3
1 3.0
3.4 J
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.m.gov/about/divisions/waste-managementtwmte-management-
mles/solid-waste-mles) on 21 May 2019.
CAR200048 Page 2 of 3 Geosyntec Consultants of NC, P.C.

Appendix C-14
Historical Groundwater Monitoring Data (DMW-08)
Former York Road Landfill
Charlotte, North Carolina
Ramnle Dm. 3/20/20nA I 9/16/20nA 1 4/6/2009 1 9/9/2009 1 1/11/2010 1 9/23/2010 1 1/11/2011 1 9/20/2011 1 1/19/2012 9/24/2012 3/4/2011 9/9/2011
Constituent
Units
NC 2L
Acetone
6000
19
12
130
430
300
Arsenic
10
5.0
5AJ
Barium
P gIL
700
8.8J
110
120
130
11.01
330
403
128
195
85.1J
89.7J
33.3J
Cadmium
p gtL
2
2.9
4.8
0.72J
Chloride
250,000
6,600
Chlorcmethane
3
0.22J
Chromium(HI+VI)
P gIL
10
0.2J
2.3J
2.2J
2.5J
-
8.6
10.1
-
-
-
-
COD
130,000
Specific Conductance
p S/cm
168
169
163
121
177
144
Iron
300
81
13,000
1200 -16,00
17,000
65J
24,000
50,200
15,400
23,700
9,710
10,600
2 880
Lead
15
3.5J
1.4J
4.8
5.1J
Manganese
lAgtL
50
2J
190
200
200
2J
440
688
208
17
122
139
40J
Nitrate (as NO3-)
10,000
560
H
SU
6.5
6.6
5.8
6.5
6.6
6A
Silver
20
0.4J
0.7J
Sulphate
pgtL
250000
2,800J
Tern
°C
16.7
18.8
20.3
19.4
17.1
20.0
Tetrachloroethene
0.7
0.77J
0.941
0.891
0.67J
0.61J
0.68
0.72J
0.68J
0.48J
0.50J
0.68J
0.49J
Turbidity
NTU
675
999
624
363
127
X lene (m & )
2.0
We- o
L
L0
NC 2L - Tide 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since Much 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.ne.gov/about/divisions/waste-mmagement/waste-management-
mles/solid-waste-[vies) on 21 May 2019.
CAR200048 Page 1 of 3 Geosyntec Consultants of NC, P.C.

Appendix C-14
Historical Groundwater Monitoring Data (DMW-08)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/25/2014 1 9/22/2014 1 3/6/2015 1 9/21/2015 1 3/23/2016 1 9/28/2016 1 3/27/2017 1 9/26/2017 1 3/30/2018 1 9/27/2018 1 4/5/2019 1 9/20/2019 3/31/2020
Constituent
Units
NC 2L
Acetone
6,000
25.7
Arsenic
10
Barium
P gtL
700
37.6
84.5J
69.2-70.8
55.2
176.0
11.2
10.3
10.3
9.5
10.7
12.7
12.5
Cadmium
2
4.8
1.2
1.2
1.4
1.4
2.7
1.2
1.8
17
Chloride
250,000
Chloromethane
3
Chromium (IB+VI)
P gtL
10
COD
-
-
-
-
-
-
-
-
-
-
-
-
-
Specific Conductance
p S/cm
159
156
146.1
1505
163.5
149.2
155.8
122
157.3
139.7
144.7
141.2
Iron
300
3,790
10100
7,990 - 8,260
5,890
19,800
296
400
245
367
Lead
P gtL
15
Manganese
50
52
138
110 - 111
85
243
38
8
28.4
9.9
Nitrate (as NO3-)
10,000
H
SU
6.5
6.2
6.5
6A
6.6
6.1
6.6
6.5
6.3
6.3
6.6
6.6
Silver
v gtL
20
Sulphate
P91L
250 000
Temp
°C
17.6
19.7
18.7
18.0
21.6
18.0
20.8
18.3
22.0
17.0
18.7
17.9
Tetmchloroethene
0.7
TurbidityNTU
245
403
156.7
X lene (m & )
X lene o
L
NC 2L - Tide 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since Much 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.ne.gov/about/divisions/waste-mmagement/waste-management-
mles/solid-waste-mles) on 21 May 2019.
CAR200048 Page 2 of 3 Geosyntec Consultants of NC, P.C.

Appendix C-15
Historical Groundwater Monitoring Data (DMW-09)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/20/2008 9/18/2008 4/8/2009 9/11/2009 3/9/2010 9/23/2010 3/31/2011 9/19/2011 3/20/2012
Constituent
Units
NC 2L
1,1-dichloroethane
P gIL
6
2.1
1.7
0.95J
1.3J
0.73J
1.1
0.95J
0.811
3.1J
Acetone
P g/L
6,000
7.6J
12J
Arsenic
10
2.5J
2.6J
1.4J
Barium
P g/L
700
120
96
71
88J
78J
160
68.3
96.2J
65.4.1
Cadmium
P g/L
2
1.6
Chloride
M g/L
49,000
Chlorobenzene
0.76J
0.87J
0.55
0.38JChloroethane
/L
7.2
7.2
3.OJ
4.8J
2.5J
2.1
3.6
2.1JChloromethane
F50
0.25JChromium(III+VI
/L
0.91
0.7J
2.3J
IAJ
8.8
6.3
5.41
COD
22,000.1
Specific Conductance
S/cm
520
382
296
Iron
PgIL
300
320
Lead
AgIL
15
1.5J
1.81
5.4
Mercury
1
0.06J
0.07J
0.05J
0.83
H
SU
6.7
1 6.4
1 6.2
Selenium
PgIL
20
4.3J
Sulphate
250,000
1,800J
Temp
°C
14.0
16.5
16.2
Turbidit
NTU
40.1
109
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-15
Historical Groundwater Monitoring Data (DMW-09)
Former York Road Landfill
Charlotte, North Carolina
Samnle Date 9/26/2012 1 3/5/2013 1 9/11/2013 1 3/27/2014 1 9/22/2014 1 3/12/2015 1 9/23/2015 1 3/21/2016 1 9/29/2016
Constituent
Units
NC 2L
1,1-dichloroethane
P glL
6
3.6J
1.91
0.54J
Acetone
P g/L
6,000
Arsenic
P g/L
10
5.1J
Barium
P g/L
700
76.0
59.1J
96.8J
58.1
71.0
70.6
103
74.5
89.0
Cadmium
P g/L
2
Chloride
M g/L
250,000
Chlorobenzene
50
0.24J
2.0
Chloroethane
P g/L
3,000
1.81
1 2.9J
1.91
1.5
Chloromethane
3
Chromium (III+VI)
P g/L
10
COD
Specific Conductance
pSkm
391
436
367
401
432
388
454
450
Iron
PgIL
300
Lead
AgIL
15
Mercury
1
H
SU
6.2
6.4
1 6.3
1 6.6
5.8
6.4
1 6.4
1 6.5
Selenium
Sulphate
00
Temp17.8
�NTU-
14.6
16.7
14.3
18.0
17.0
15.3
20.5
Turbidit
142
24
51
25
12
122.7
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-16
Historical Groundwater Monitoring Data (DMW-A)
Former York Road Landfill
Charlotte, North Carolina
Cam 1l D.te. 1/25/200R I 1/26/200R I 9/IR/200R 4/2/2009 9/9/2009 1/11/2010 1/30/2011 9/19/2011 3/19/2012 9/24/2012 3/4/2013 9/9/2011 1/25/2014
Constituent
Units
NC 2L
Acetone
6,000
10 - 20
6.87E
Barium
700
51
26
110
28 - 31
140
53J
63
261
200
136
103 - 184
117
85.5
Benzene
P g1l,
1
Chloride
P gtL
250,000
2,400
Chromium (I11+VI)
10
9.0
7.4
19
11
23
13
9.6
46.5
37.7
24.0
19.7.30.8
19.1
15.9
COD
18.00OJ
Specific Conductance
S/cm
69.5
78
75
52
78
64
79
Ironp
Lead
gtL
L
300
15
58
8,400
3.8J
570 - 2 400
1.1 - LA
11000
35J
4
1.91
26,800
8.11
20,800
5.6J
13,200
61
10,200 - 18,300
11500
1 7,650
Manganese
50
24
110
16
130
43J
35
355
262
149
102 -242
123
84.0
Mercury
1
O.OIJ
Nitrate (as NO3-)
lAgIL
10,000
1,900
H
SU
7.5
6.6
6.5
6.3
6.4
63
6.4
Silver
20
0.3J
0.5J
Sul hate
250,000
3,000
Tem
°C
18.5
20.1
21.3
20.0
20.0
20.7
19.3
Turbidit
NTU
2119
736
706
193
365
430
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 21, Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since Much 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.ne.gov/about/divisions/waste-mmagement/waste-management-
mles/solid-waste-[vies) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-16
Historical Groundwater Monitoring Data (DMW-A)
Former York Road Landfill
Charlotte, North Carolina
Cam 1l D.te. 9/22/2014 1 3/6/2015 1 9/21/2015 1 1/24/2016 1 9/28/2016 1/27/2017 9/26/2017 1/30/2019 9/27/2018 4/5/2019 9/2012019 3/31/2020
Constituent
Units
NC 2L
Acetone
6,000
Barium
700
67.8J
67.4
65.9
66.5
26.6
26.5
26.7
28.0
26.2
27.0
27.0
22.6
Benzene
P g1l,
1
2.0
Chloride
P gtL
250,000
Chromium (III+VI)
10
10.0
11.2
11.3
11.6
-
-
-
-
-
-
COD
Specific Conductance
S/cm
74
70.3
70.5
79.8
95A
91.1
74.9
85.0
64.5
73.0
72.4
Iron
300
4,950
1 5,300
4,980
5,030
1,160
1540
614
1,160
Lead
Pg/L15
Manganese
50
65
63
57
1 58
104
248
135
221
Mercury
1
Nitrate (as NO3-)
P gIL
10,000
H
SU
5.7
6.3
6.4
6.3
6.6
6.5
6.2
5.8
6.1
6.3
6.3
Silver
20
Sul hate
250,000
Tem
°C
20.4
20.0
19.2
21.1
20.7
24.5
19.3
22.7
I8.1
18.7
18.7
Turbidit
NTU
157
107.7
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 21, Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since Much 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.ne.gov/about/divisions/waste-mmagement/waste-management-
mles/solid-waste-[vies) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-17
Historical Groundwater Monitoring Data (DMW-B)
Former York Road Landfill
Charlotte, North Carolina
Sample Date 3/20/2008 1 9/16/2008 1 4/2/2009 1 9/10/2009 1 3/10/2010 1 9/23/2010 1 3/29/2011 1 9/20/2011 1 3/21/2012
Constituent
Units
NC 2L
Acetone
/L
6,000
46J
48
Arsenic
/L
10
3.9J
2.6J
Barium
/L
700
84
110
48
120
140
85
87.1
97.3J
112
Chloride
/L.
250,000
2,700
Chloromethane
/L
3
0.38J
Chromium III+VI
/L.
10
1.1J
0.51
1.2J
4.5J
43.1
COD
/L
42,000J
Specific Conductance
S/cm
109
120
95
Iron
/L
300
130J
Lead
/L.
15
3.9J
3.1J
6.9J
1.1
Manganese
/L.
50
H
SU
6.0
5.9
5.9
Selenium
/L
20
11J
Silver
/L.
20
0.2J
Sulphate
/L
250,000
3,500
Temp°C
16.3
1 18.4
1 19.9
Turbidity
NTU
490
1 763
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-17
Historical Groundwater Monitoring Data (DMW-B)
Former York Road Landfill
Charlotte, North Carolina
Sample Date 9/25/2012 1 3/5/2013 1 9/11/2013 1 3/27/2014 1 9/24/2014 1 3/11/2015 1 9/23/2015 1 3/23/2016 1 9/27/2016
Constituent
Units
NC 2L
Acetone
/L
6,000
Arsenic
/L
10
Barium
/L
700
95.7J
106
78.1J
89.9
61.5J
114
88.1
99.7
149.0
Chloride
/L.
250,000
Chloromethane
/L
3
Chromium III+VI
/L.
10
COD
/L
Specific ConductancePS/cm
100
121
97
109
134
113.6
112.6
Iron
/L
300
14,600
Lead
/L.
15
11.0
Manganese
/L.
50
160
H
SU
5.8
5.9
6.0
6.0
6.2
6.0
6.0
6.0
Selenium
/L
20
Silver
/L.
20
Sulphate
/L
250,000
Temp°C
19.6
15.8
1 18.8
1 17.0
16.5
17.7
1 17.2
118.3
Turbidity
NTU
640
1 195
1 202
1 576
154
376.6
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about/divisions/waste-management/waste-management-
rules/solid-waste-rules) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-18
Historical Surface Water Monitoring Data (NT-1)
Former York Road Landfill
Charlotte, North Carolina
Sam le Date
3/17/2008 1 9/15/2008 1 3/31/2009 1 9/9/2009 1 3/9/2010 1 9/23/2010 1 3/29/2011 1 9/22/2011 1 3/21/2012 1 9/26/2012 1 3/6/2013 9/11/2013
Constituent
Units
NC 2B
1,1-dichloroethane
6'
0.887
Acetone
3 100'
1.6]
6.21
Arsenic
P g1l,
10°
0.55J
Barium
P gtL
1000'
50
42
70
110
52J
360
30.9
59.7J
57.6J
52.7J
36J
61.0
Chromium(111+VI)
ill
0.21
0.21
1.61
1.01
3.4
cis-1,2-dichloroethene
60°
0.597
Specific Conductance
S/cm
140.2
180
151
185
182
158
Iron
-
-
-
-
-
-
-
-
Lead
14'
1.21
1.01
22
Manganese
Mercury
0.012s
0.11
H
SU
69
65
64
66
6.9
66
Selenium
56
4 81
Silver
30s
0.5J
Temp
°C
15.4
21.7
22.5
23.6
11.4
23.3
oluene
TurbidityNTU
1
149
13
112
10
48
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.ne.gov/nc-stdstable-09222017) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-18
Historical Surface Water Monitoring Data (NT-1)
Former York Road Landfill
Charlotte, North Carolina
Sam le Date
3/27/2014 1 9/24/2014 1 3/11/2015 1 9/24/2015 1 3/21/2016 1 9/27/2016 1 3/28/2017 1 9/5/2017 1 3/9/2018 1 9/25/2018 1 4/5/2019 1 9/20/2019 3/31/2020
Constituent
Units
NC 2B
1,1-dichloroethane
6'
-
-
-
-
-
-
-
-
-
-
-
-
-
Acetone
3100'
Arsenic
P g1l,
10'
Barium
P gtL
1000'
91.6
47.2J
52.2
89.2
58.8
59.1
47.4
55.0
68.8
77.9
28.8
35.2
47.1
Chromium (III+VI)
It'
7.2
cis-1,2-dichloroethene
60°
Specific Conductance
S/cm
187
204
215
220
92
154
195
204
244
57
189
173
Iron
_
_
3,690
_
_
_
_
_
_
_
_
_
_
Lead
14n
Manganese
557
Mercury
0.012"
H
SU
6.8
7.4
6.4
6.9
6.7
6.8
6.8
7.2
6.5
6.6
7.1
7.0
Selenium
5s
-
-
-
-
-
-
-
-
-
-
-
-
-
Silver
30s
Tecup,
°C
15.4
16.9
18.6
9.0
23.7
22.0
24.3
12.2
24.1
14.5
19.7
15.4
VToluene
11"
Turbidi
NTU
1
1 52
41
46.4
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.ne.gov/nc-stdstable-09222017) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-19
Historical Surface Water Monitoring Data (NT-2)
Former York Road Landfill
Charlotte, North Carolina
Sample Date 3/17/2008 9/15/2008 9/18/2008 3/31/2009 1 9/9/2009 1 3/9/2010 1 9/23/2010 1 3/29/2011 9/22/2011 3/21/2012 3/6/2013 3/27/2014
��
� �
aaaaaa�aaaaa
���
aaaaaaaaaaaa
���aaaaaa�aaaaa
�/��aaaaaa�aaaaa
�t��aaaaaa�aaaaa
Chloromethate
��aaaaaaaa®aaa
���aa�®®a®aaaaa
r�aaaaaaaa®�®®®
��aaaaa�aaaaaaa
���aaaaaa®aaaaa
��aaaaaaaaaaaaa
�aaaaaaaa®®®®®
�aaaaaaa®aaaaa
km Pro
��aaaa®aaaaaaa
/��a�aa��aaaaa
�aaaaaaaa®®���
��®®aaa®aaaaa
®aaaaaaaaa®�©®
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in hold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoacres Planning Section
(hops://deq.m.gov/no-stdsmble-09222017) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-19
Historical Surface Water Monitoring Data (NT-2)
Former York Road Landfill
Charlotte, North Carolina
Sample Date 1 9/24/2014 1 3/11/2015 9/24/2015 3/21/2016 9/27/2016 3/28/2017 9/5/2017 3/9/2018 9/25/2018 4/5/2019 9/20/2019 3/31/2020
Constituent
Units
NC 2B
1,1-dichlomethme
6'
v
S
v
S
v
1,1-dichloroethene
300'
4-Meth 1-2- entanone
2 800'
6.9
Acetone
3100'
_
_
Arsenic
1o,
61.3
41.7
47.4
Barium
1000'
25.IJ
75.5
48.0
45.0
66.7
38.6
Benzene
1.19,
-
-
-
-
-
-
-
-
-
Cadmium
P A
082°
Chloromethane
2.6'
Chromium III+VI
lls
12.6
cis-1,2dichloroethene
60
-
-Specific
229
187
Conductance
P S/cm
191
-
265
307
155
212
279
Iron
8,910
_
_
_
Lead
14'
8.9
Manganese
134
7.0
H
SU
7.9
-
6.9
7.0
7.0
6.8
7.0
-
6.8
-
Selenium
5s
-
-
-
-
-
-
-
Sit-
30'
Trichloroethene
P g1l,
2 5'
14.2
Temp°C
17.5
17.5
11.7
22.6
21.8
4 6
14.9
Tetrachloroethene
0,7°
Turbidity
NTU
20
31.4
Vin 1 chloride
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in hold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoacres Planning Section
(hops://deq.m.gov/no-stdsmble-09222017) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-20
Historical Surface Water Monitoring Data (SC-1)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/17/2008 9/18/2008 3/31/2009 9/9/2009 3/9/2010 9/23/2010 3/29/2011 9/22/2011 3/22/2012 9/26/2012 3/6/2013 9/11/2013 3/27/2014
Constituent
Units
NC 2B
Acetone
L
3100'
2.IJ
2.8J
5.91
10.6J
Arsenic
10'
2.8J
2.5J
Barium
1 000°
29.0
30.0
35.0
22J
24J
24.0
22.4
25.8J
33.6J
21.6J
28.9J
19.5J
30.6
Bromodichloromethane
0.55°
0.63J
Chlorodibromomethane
0.8'
-
-
-
-
1.1J
Chloroform
60'
0.81J-
Chloromethane
2.6'
0.24J
Chromium (BI+VI)
It'
0.6J
0.91
5.8
0.91
0.6J
5.9
Specific Conductance
p S/cm
_
_
_
_
287
242
261
311
310
319
379
Iron
Lead
14'
1.91
0.36J
Manganese
Mercury
L
0.012'
-
-
0.14J
H
SU
6.9
7.2
7.6
7.4
7.0
7.5
7.1
Selenium
0.6J
Tem
°C
14.7
22.6
20.7
24.8
10.6
26.9
15.0
Turbidit
NTU
70.0
8.0
2.0
26.0
10.0
7.0
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a- Water supply standard
b - Freshwater aquadc life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resomms Planning Section
(Laps://deq.=.gov/nc-stdstable-09222017) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-20
Historical Surface Water Monitoring Data (SC-1)
Former York Road Landfill
Charlotte, North Carolina
Sample/24/2014
3/11/2015 9/23/2015 3/21/2016 9/27/2016 3/28/2017 9/5/2017 3/9/2018 9/25/2018 4/5/2019 9/20/2019 3/31/2020
Constituent
Units
Acetone
L
-
-
-
-
-
-
-
-
-
-
-
-
Arsenic
Barium
25.11
26.4
15.7
32.2
44.5
29.6
24.7
28.3
28.6
81.0
25.6
30.0
Bromodichloromethane
Chlorodibromomethane
-
-
-
-
-
-
-
-
-
-
-
-
Chloroform
Chloromethane
Chromium (III+VI)
it'
15.4
Specific Conductance
S/cm
418
438
286
1.750
200
315
352
191
74
370E32
Iron
-
388
-
-
�
-
-
-
-
-
Lead
14'
10.6
Manganese
36.5
MercuryL
0.012"
H
SU
7.8
7.4
7.5
6.8
7.2
7.5
7.5
7.7
7.0
7.6.6SeleniumTem
°C
19.7
24.5
11.3
23.8
20.9
27.1
13.6
26.5
14.6
22.0.7
ITurbidity
INTU
I9.0
2.2
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a- Water supply standard
b - Freshwater aquadc life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resomms Planning Section
(Laps://deq.=.gov/nc-stdstable-09222017) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-21
Historical Surface Water Monitoring Data (SC-2)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/17/2008 1 9/15/2008 1 3/31/2009 1 9/9/2009 1 3/9/2010 1 9/23/2010 1 3/31/2011 1 9/22/2011 1 3/22/2012 1 9/26/2012 1 3/7/2013 9/12/2013 3/27/2014
Constituent
Units
NC 213
Acetone
L
3100'
2.61
2.61
7.01
Arsenic
10'
1.7J
0.56J
Barium
1000'
30
55
36
26J
28J
21
34.5
26.2J
44.1J
25.2J
38.4J
21.8J
32.0
Bromodichloromethane
0.55'
0.541
Chlorodibromomethane
L
0.4'
1.1J
Chloroform
60'
1.11
0.22J
Chromium (III+VI)
11"
0.6J
0.3J
1.2J
1.6J
].If
6.7
3.1J
S ecit-lc Conductance
pSkm
-
-
-
251
1 252
261
1 355
361
300
392
Lead
14s
LOJ
1.1J
0.39J
Mercury
0.012'
O.OIJ
-
H
SU
6.7
7.2
7.5
7.6
7.4
7.4
7.4
Trichloroethene
2.5'
0.81J
Tem
°C
12.1
24.6
22.0
22.9
10.2
25.1
15.0
Turbidity
NTU
75.4
9
49
31
2
6
NC 2B - Tide 15A of the North Carolina Administradve Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic fife standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.m.gov/nc-stdstable-09222017) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-21
Historical Surface Water Monitoring Data (SC-2)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
9/24/2014 1 3/12/2015 1 9/21/2015 1 3/24/2016 1 9/28/2016 1 3/28/2017 1 9/5/2017 1 3/9/2018 1 9/25/2018 1 4/5/2019 1 9/20/2019 3/31/2020
Constituent
Units
NC 213
Acetone
L
3100'
_
_
-
-
_
-
-
-
-
-
Arsenic
10'
Barium
1000'
32.9J
66.4
27.8
40.8
41.0
313
47.4
29.8
31.5
61.7
30.3
33.0
Bromodichloromethane
0.55'
Chlorodibromomethane
L
0,4'
Chloroform
Chromium(DI+VI)
11°
6.OJ
6.4
5.0
5.9
12.8
S ecit-lc Conductance
pSkm
410
354
384
246
200
325
354
357
88
345
337
Lead
14°
5.4
5.5
7.3
Mercury
0.012°
H
SU
7.8
7.1
8.5
7.2
7.2
7.3
7.8
7.4
7.5
7.8
8.0
Trichloroethene
2.5'
Tem
°C
19.5
23.0
20.1
27.5
21.9
28.9
13.4
25.9
16.6
24.9
16.5
TurbidityNTU
23
60
NC 2B - Tide 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic fife standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.m.gov/nc-stdstable-09222017) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-22
Historical Surface Water Monitoring Data (ST-1)
Former York Road Landfill
Charlotte, North Carolina
Samnle Hare1 1/17/2009 1 9/15/2009 1 1/11/2009 1 9/9/2009 1 3/9/2010 1 9/23/2010 1 1/29/2011 1 9/22/2011 1 1/22/2012 1 9/26/2012 3/7/2013 1/27/2014
Constituent
Units
NC 2B
Acetone
3100'
16.01
2.3J
7.7J
Arsenic
10
4.OJ
0.6J
Barium
1000'
55.0
35.0
66.0
50.0J
77.OJ
48.0
48.4
94.4J
70.9J
71.OJ
50.7J
70.8
Chlorobenzene
140°
0.66J
0.34J
0.28J
Chloromethane
2.6'
0.65J
0.191
Chromium BI+VI
11s
0AJ
0.5J
0.9J
0.81
5.8
Specific Conductance
P S/cm
293
722
365
547
308
397
Iron
Lead
14'
0.5J
Manganese
H
SU
7.3
7.1
7.5
7.2
7.7
6.8
Selenium
5°
0.72J
Temp
C
11.3
21.2
19.6
18.6
9.5
12.7
Turbidi[
NTU
55.0
69.0
15.0
24.0
35.0
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.m.gov/nc-stdstable-09222017) on 21 May 2019.
CAR2OOO48 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-22
Historical Surface Water Monitoring Data (ST-1)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
9/23/2014 1 3/11/2015 1 9/23/2015 1 3/21/2016 1 9/28/2016 1 3/28/2017 1 9/5/2017 1 3/9/2018 1 9/25/2018 1 4/5/2019 1 9/20/2019 1 3/31/2020
Constituent
Units
NC 2B
Acetone
3 100'
Arsenic
10'
Barium
1000'
64.8J
68.4
45.6
68.3
62.1
55.1
48.4
56.0
84.0
37.7
78.5
74.3
Chlorobenzene
14e
Chloromethane
2.6'
Chromium III+VI
11s
Specific Conductance
p S/cm
385
287
431
248
273
259
326
348
84
584
399
Iron
_
? 730
_
_
_
_
_
_
_
_
Lead
14,
Manganese
481
H
SU
7.6
6.9
Z5
Z0
7.3
6.9
7.4
7.3
6.7
7.4
71
Selenium
5"
Temp
C
17.4
19.9
10.8
24.6
19.6
22.0
6.7
24.1
14.2
17.9
15.9
Turbidity
NTU
34.0
20.3
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
'C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.m.gov/nc-stdstable-09222017) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-23
Historical Surface Water Monitoring Data (ST-2)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/17/2008 9/18/2008 4/8/2009 9/11/2009 3/9/2010 3/31/2011 9/22/2011 3/20/2012 9/26/2012
Constituent
Units
NC 2B
1,1-dichloroethane
/L
6'
0.58J
1.2
0.741
0.70J
0.37J
Methyl Ethyl Ketone
P g/L
20 000'
4.1 J
Acetone
/L
3 100s
191
3.2J
5.6J
Arsenic
/L
10'
1.3J
Barium
/L
1,000,
46
33
64
93J
54J
40.7
51.5J
55.5J
52.IJ
Chromium III+VI)
li a/L
11"
0.3J
0.91
0.5J
0.7J
0.5J
cis-1,2-dichloroethene
/L
60s
0.55J
0.25J
Specific Conductance
11 S/cm
185
146
185
162
H
SU
6.5
6.7
7.1
6.7
Trichloroethene
/L
2.5'
0.52J
Temp
°C
10.8
21.4
24.1
20.7
Turbidity
NTU
25
31
2
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.nc.gov/ne-stdstable-09222017) on 21 May 2019.
CAR200048 Page 1 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-23
Historical Surface Water Monitoring Data (ST-2)
Former York Road Landfill
Charlotte, North Carolina
Sample Date
3/5/2013 3/27/2014 9/22/2014 3/11/2015 3/23/2016 9/28/2016 9/5/2017 3/9/2018 1 9/25/2018
Constituent
Units
NC 2B
1,1-dichloroethane
/L
6'
0.56J
0.37J
Methyl Ethyl Ketone
P g/L
20 000'
Acetone
/L
3100s
Arsenic
/L
10'
Barium
/L
1000,
60.6J
61.6
50.81
55.6
69.3
46.6
32.1
57.9
76.4
Chromium III+VI)
li a/L
11"
cis-1,2-dichloroethene
/L
60'
0.41J
0.28J
Specific Conductance
11 S/cm
300
307
183
296
177
177
326
1 510
H
SU
6.5
7.1
6.0
7.1
7.1
6.4
7.4
1 6.8
Trichloroethene
/L
2.5'
Temp°C
10.4
6.1
22.9
16.2
22.0
24.2
6.7
24.4
Turbidity
NTU
7
6
8
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1. Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(https://deq.nc.gov/ne-stdstable-09222017) on 21 May 2019.
CAR200048 Page 2 of 2 Geosyntec Consultants of NC, P.C.

Appendix C-24
Historical Surface Water Monitoring Data (ST-3)
Former York Road Landfill
Charlotte, North Carolina
sample Date
3/28/2017 1 9/5/2017 1 3/9/2018 1 9/25/2018 1 4/5/2019 1 9/20/2019 1 3/31/2020
Constituent
Units
NC 2B
Barium
P g/L
1000a
24.8
32.1
37.0
39.1
30.1
37.6
41.2
Specific Conductance
S/cm
102
177
209
234
44
202
240
H
SU
6.7
6.4
6.7
7.1
6.7
7.3
7.2
Temp
°C
18.6
24.2
5.1
24.3
14.0
17.4
15.4
NC 2B - Title 15A of the North Carolina Administrative Code, Subchapter 2B Standards
µg/L - Micrograms per liter
µS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
a - Water supply standard
b - Freshwater aquatic life standard for chronic exposure
Notes:
1.Only constituents detected in one or more samples since March 2008 shown.
2. Values exceeding the NC 2B standard are displayed in bold and shaded gray.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
Refer to analytical reports for information on which analyses were performed.
4. NC 2B standards were obtained from NCDEQ Water Resoucres Planning Section
(http://deq.nc.gov/document/nc-stdstable-epa-2014-c) on 21 May 2019.
CAR200048 Page 1 of 1 Geosyntec Consultants of NC, P.C.

Appendix C-25
Historical Groundwater Monitoring Data (YRW-10C)
Former York Road Landfill
Charlotte, North Carolina
Sam le Date
3/18/2008 9/18/2008 4/7/2009 1 9/9/2009 1 3/10/2010 1 9/23/2010 1 3/29/2011 1 9/21/2011 1 3/20/2012 1 9/25/2012 1 3/5/2013 1 9/10/2013 1 3/26/2014
Constituent
Units
NC 2L
1,1-dichloroetham,
/L
6
0.5J
0.68J
0.567
0.47J
0.42J
Acetone
P g/L
6 000
1,700
600
17J
1,000
50 - 57
Arsenic
/L.
10
8.11
4.8J
9.7J
2.8 - 6.0
6.6J
8.91
Barium
/L
700
440
420
410
470
430
400-450
446
466
388
425
378
500
414
Cadmium
/L
2
0.2J
1.3
2.4
3.5
Carbon disulfide
/L
700
1.91
Chloride
/L
250,000
46.000
Chlorobennne
/L
50
0.55J
0.61 J
0.65J
0.76J
0.891
0.27J
0.87J
Chromium (III+V I)
/L
10
6.2 - 7.2
12.9
COD
P g/L
84,000
Specific Conductance
S/cm
1,135
1,108
547
963
821
915
832
Iron
/L
300
120,000
130,000
120,000
120,000
150,000
100,000 - 120,000
95,800
88,800
93,300
88,000
85,700
126,000
95,400
Lead
/L
15
0.28 - LIJ
6.31
Manganese
P g/L
50
2,600
1900
2,200
2,800
1,300
2,400
3,620
3,110
1,500
2,940
1920
2,620
2,080
Memo
/L
1
0.11J
Nitrate (as NO3-)
/L
10,000
400
H
SU
6.4
6.3
6.2
6.2
6.2
6.3
6.4
Selenium
20
21
16J
31
3.0 - 3.3
S.OJ
11.5
14.6
Silver
20
1.1J
4.1J
6.4J
Sulphate
/L
250,000
6,000J
Temp
°C
15.6
19.2
18.4
19.3
16.3
18.9
16.7
Turbidity
NTU
126
75
141
22
15
44
X lene m &
2.0
X ]ene o
/L
1.0
NC 2L - Title 15A of the North Carolina Administrative Code, Subchapter 2L Standards
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gay.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about(divisions/waste-tnanagement/waste-management-
mles/solid-waste-rules) on 21 May 2019.
CAR200048 Page 1 of 2 Geoyntec Consultants of NC, P.C.

Appendix C-25
Historical Groundwater Monitoring Data (YRW-10C)
Former York Road Landfill
Charlotte, North Carolina
Sample3/6/2015
9/22/2015 3/24/2016 9/27/2016 3/27/2017 9/26/2017 3/30/2018 9/28/2018 4/5/2019 9/20/2019 3/31/2020
Constituent
Units
1,1-dichloroethane
/L
Acetone
/L
Arsenic
/L
26.3
Barium
/L
408
512
415
473
378
522
389
551
428
481
1 290
Cadmium
/L
L8
Carbon disulfide
/L
Chloride
/L
250,000
Chlorobennne
/L
50
11
3.2
Chromium (III+V I)
/L
10
4 61
9.- 9.
_
_
_
_
_
_
_
_
_
COD
/L
Specific Conductance
S/cm
1,107
1,216
884
1,221
743
645
726
1,300
738
1,149
669
Iron
/L
300
93,700 - 94,000
108,000
112,000
119,000
116,000
115,000
108,000
102,000
Lead
/L
15
7.4 - 81
Man anewP
g/L
50
3,210 - 3,230
2,970
3,310
2,040
3150
68
3,380
2,840
MercuP
g/L
1
Nitrate (as NO3-)
/L
10,000
H
SU
6.2
6.3
6.4
6.3
6.4
6.4
6.4
6.4
6.3
6.4
6.4
Selenium
20
10.9
-
-
-
-
-
Silver
/L
20
Sulphate
/L
250,000
Tem
°C
18.1
18.8
17.3
24.3
19.2
22.7
18.6
24.2
17.1
19.9
16.9
Tur i
NTU
96
56.2
X lene m &
X lene o
/1
NC 2L -Title 15A of the North Carolina Administrative Code, Subchapter 2L Stanch
pg/L - Micrograms per liter
pS/cm - Microsiemens per centimeter
SU - Standard Units
°C - Degrees Celsius
NTU - Nephelometric Turbidity Units
Notes:
1. Only constituents detected in one or more samples since March 2008 are shown.
2. Values exceeding NC2L are displayed in bold and shaded gay.
3. Blank table entries indicate that the constituent was either not sampled or not detected.
4. GWP, NC 2L, and SWSL were obtained from NCDEQ Solid Waste
Section (https://deq.nc.gov/about(divisions/waste-management/waste-management-
mles/solid-waste-riles) on 21 May 2019.
CAR200048 Page 2 of 2 Geoyntec Consultants of NC, P.C.

Appendix D
Landfill Gas Monitoring Data
(December 2019 through April 2020)

Appendix D
Landfill Gas Monitoring Data (December 2019 through April 2020)
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH4
COZ
Oz
Balance
Comments
12/18/19 14:40
NE Boundary Passive
VMP-06S
0.0
0.5
20.4
79.1
12/18/19 14:46
NE Boundary Passive
VMP-06D
0.0
0.1
20.9
79.0
12/18/19 14:52
NE Boundary Passive
VMP-07S
0.0
0.1
20.5
79.4
12/18/19 14:55
NE Boundary Passive
VMP-07D
0.0
0.2
20.4
79.4
12/18/19 14:08
NE Boundary Passive
VMP-08S
0.0
0.2
20.9
78.9
12/18/19 14:05
NE Boundary Passive
VMP-08D
0.0
0.4
20.8
78.8
12/18/19 14:27
NE Boundary Active
PC-13
0.0
0.1
20.9
79.0
12/18/19 13:52
NE Boundary Offsite
S-7
0.0
0.1
20.9
78.9
1/8/20 13:03
NE Boundary Active
NW System
2.5
76.1
+0.35 "H2O; 100°F; 19,992.3 hours; 60 Hz
1/17/20 13:10
NE Boundary Active
PC-01
48.7
-32.22 "H2O; 56.1 °F; 877 fpm
1/17/20 13:16
NE Boundary Active
PC-02
60.5
-45.38 "H2O; 57.6°F; 887 fpm
1/17/20 13:22
NE Boundary Active
PC-03
0.0
0.3
21.0
78.8
-39.45 "H2O; 58.3°F; 888 fpm
1/17/20 17:01
NE Boundary Active
PC-05
0.0
0.2
20.7
79.1
-2.55; 46.6°F; 35.9 fpm
1/17/20 16:48
NE Boundary Active
PC-06
0.0
0.5
20.6
78.9
-52.73 'H2O; 47.4°F; 662.2 fpm
1/17/20 13:38
NE Boundary Active
PC-07
66.6
-33.6 "H2O; 55.2°F; 22 flun
1/17/20 13:47
NE Boundary Active
PC-08
0.4
0.7
19.7
79.0
-38.92 "H2O; 52.9°F; 882.1 fpm
1/17/20 13:55
NE Boundary Active
PC-09
0.4
0.5
20.6
78.5
-34.7 "H2O; 55.4°F; 787 fpm
1/17/20 14:08
NE Boundary Active
PC-10
69.2
-24.55 "H2O; 58.4°F; 540 fpm
1/17/20 14:24
NE Boundary Active
PC-11
2.5
76.0
-41.11 "H2O; 55.8°F; 849 fpm
1/17/20 14:29
NE Boundary Active
PC-12
3.0
76.1
-45.99 "H2O; 57°F; 886.2 fpm
1/17/20 14:34
NE Boundary Active
PC-13
0.0
0.2
21.0
78.9
-57.67 "H2O; 52.3°F; 568.3 fPrn
1/17/20 14:40
NE Boundary Active
PC-14
1
73.5
-57.14 "H2O; 53.5°F; 514 fpm
1/17/20 14:46
NE Boundary Active
PC-15
3.3
71.8
-57.41 "H2O; 52.3°F; 483.9 fpm
1/17/20 14:52
NE Boundary Active
PC-16
0.0
0.3
21.2
78.6
-56.75 "H2O; 51.2°F; 539 fpm
1/17/20 14:59
NE Boundary Active
PC-17
0.0
0.1
20.9
79.1
-56.6 "H2O; 51°F; 1114.9 fpm
1/17/20 15:05
NE Boundary Active
PC-18
0.0
0.1
20.9
79.0
-52.9 "H2O; 54°F; 1203.4 fpm
1/17/20 15:11
NE Boundary Active
PC-19
0.0
0.2
20.7
79.0
-30 "H2O; 52°F; 502.2 fpm
1/17/20 15:26
NE Boundary Active
PC-20
0.0
0.2
20.7
79.1
-41.11 "H2O; 51.2°F; 528.8 fpm
1/17/20 15:32
NE Boundary Active
PC-21
0.0
0.3
20.4
79.3
-41.19 "H2O; 52.2°F; 489.5 fPrn
1/17/20 15:39
NE Boundary Active
PC-22
0.0
0.7
19.6
79.7
-37.32 "H2O; 53.4°F; 481.2 fpm
1/17/20 15:46
NE Boundary Active
PC-23
0.0
0.2
20.6
79.3
-15.85 "H2O; 67.7°F; 208.1 fPrn
1/17/20 15:52
NE Boundary Active
PC-24
0.0
0.2
20.5
79.2
-32.46 "H2O; 56.3°F; 457.1 fpm
1/17/20 15:57
NE Boundary Active
PC-25
0.0
79.8
-53.1 "H2O; 55.3°F; 799.3 fpm
1/17/20 16:03
NE Boundary Active
PC-26
0.0
0.2
20.6
79.2
-51.97 "H2O; 57°F; 1610 fpm
1/10/20 11:40
NE Boundary Active
SU-11
0.0
0.1
20.5
79.4
-0.01 "H2O; 52.2°F; 9.7 flun
1/10/20 11:30
NE Boundary Active
SU-01
0.0
0.1
20.6
1 79.3
-0.19 "H2O; 50.2°F; 28.1 fpm
1/10/20 11:11
NE Boundary Active
SU-10
0.0
0.1
20.7
79.2
-0.19 "H2O; 52.6°F; 28.9 fpm
1/10/20 12:10
NE Boundary Passive
DP-6
0.0
0.1
20.6
79.3
-5.0 "H2O
1/17/20 16:12
NE Boundary Passive
VMP-1
0.0
0.1
20.6
79.3
-5.75 "H2O
1/17/20 16:16
NE Boundary Passive
VMP-2
0.0
0.1
20.6
79.3
-12.12 "H2O
1/17/20 16:21
NE Boundary Passive
VMP-3
0.0
0.1
20.6
79.3
-3.68 "H2O
1/17/20 16:30
NE Boundary Passive
VMP-613
0.0
0.2
20.3
79.5
-0.15 "H2O
1/17/20 16:27
NE Boundary Passive
VMP-6S
0.0
0.1
20.5
79.4
-1.05 "H2O
1/17/20 16:34
NE Boundary Passive
VMP-713
0.0
0.2
1 19.5
1 80.3
0.0 "H2O
1/17/20 16:36
NE Boundary Passive
VMP-7S
0.0
0.3
80.4
0.0 "H2O
1/10/20 12:15
NE Boundary Passive
GP-6
0.0
0.1
20.6
79.3
0.0 "H2O
1/17/20 16:40
NE BoundaryPassive
VMP-4D
0.0
0.9
79.8
0.0 "H2O
1/17/20 16:44
NE Boundary Passive
VMP-4S
0.0
1.0
79.8
0.0 "H2O
1/17/20 16:50
NE BoundaryPassive
VMP-5S
0.0
0.8
20.0
79.2
0.0 "H2O
1/17/20 16:53
NE Boundary Passive
VMP-5D
0.0
0.8
19.7
79.4
0.0 "H2O
1/9/20 14:00
NE BoundaryOffsite
S-1
0.0
87.6
+0.14IIH2O
1/9/20 14:04
NE Boundary Offsite
S-2
0.0
0.1
20.9
79.0
0 "H2O
1/9/20 14:09
NE BoundaryOffsite
BP-8
0.0
0.1
20.9
79.0
0.0 "H2O
1/9/20 14:12
NE Boundary Offsite
S-4
0.0
0.1
20.7
79.2
0.0 "H2O
1/9/20 14:15
NE BoundaryOffsite
S-3
0.0
0.1
21.0
78.9
0.0 "H2O
1/9/20 14:20
NE Boundary Passive
VMP-8D
0.0
0.4
20.8
78.8
0.0 "H2O
1/9/20 14:23
NE BoundaryPassive
VMP-8S
0.0
0.2
21.0
78.8
0.0 "H2O
1/9/20 14:27
NE Boundary Offsite
BP-3
0.0
0.2
21.0
78.8
+10 "I-I2O
1/9/20 13:20
NE BoundaryOffsite
BP-5
0.0
0.7
20.0
79.2
0.0 "H2O
1/9/20 13:26
NE Boundary Offsite
S-5
0.0
80.3
+0.05 "H2O
1/9/20 13:31
NE BoundaryOffsite
BP-6
0.0
61.5
+0.04 "H2O
1/9/20 13:38
NE Boundary Offsite
BP-7
0.0
0.1
20.6
79.2
0.0 "H2O
1/9/20 13:44
NE BoundaryOffsite
S-6
0.0
85.6
+0.08 IIH2O
1/9/20 13:48
NE Boundary Offsite
S-7
0.0
0.2
20.4
79.4
0.0 "H2O
1/9/20 15:47
NE Boundary Passive
MP-16
0.0
0.1
20.9
79.0
-0.12 "H2O
1/10/20 15:55
NE Boundary Passive
MP-15
0.0
0.9
20.1
79.0
0.0 "H2O
1/9/20 15:54
NE Boundary Passive
MP-14
0.0
0.4
20.2
79.4
0.0 "H2O
1/8/2012:20
Northern Boundary
Tunnel
0.0
0.1
20.9
79.1
1/8/20 12:25
Northern Boundary
45
0.0
79.7
0.0 "H2O
1/8/20 12:29
Northern Boundary
44
0.0
0.1
20.R
79.1
0.0 "H2O
1/8/20 12:33
Northern Boundary
43
37.3
0.0 "H2O
1/8/20 12:37
Northern Boundary
42
3.6
74.8
0.0 "H2O
1/8/20 12:44
Northern Boundary
41
0.4
0.8
9.6
79.1
0.0 "H2O
1/8/20 12:48
Northern Boundary
40
0.0
0.R
81.2
0.0 "H2O
CAR200048 Pagel of 5 Geosyntec Consultants of NC, P.C.

Appendix D
Landfill Gas Monitoring Data (December 2019 through April 2020)
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH4
CO2
Oz
Balance
Comments
1/8/20 8:57
Baseball Fields Parking Lot
SD-02
0.0
0.1
21.0
78.9
1/8/20 9:00
Baseball Fields Parking Lot
SD-03
0.0
0.1
21.0
78.9
1/8/20 9:02
Baseball Fields Parking Lot
SD-04
0.0
0.1
21.1
78.8
1/8/20 9:09
Baseball Field 3 Bleachers
SD-28
0.0
0.1
21.2
78.7
1/8/20 9:06
Baseball Field 2 Bleachers
SD-29
0.0
0.1
21.1
78.8
1/8/20 9:02
Baseball Field 2 Bleachers
SD-30
0.0
0.1
21.1
78.8
1/8/20 10:28
Baseball Field 1 Leftfield
SD-17
0.0
0.1
20.0
78.9
1/8/20 10:25
Baseball Field 1 Bleachers
SD-18
0.0
0.1
20.9
79.0
1/8/20 10:23
Baseball Field 1 Bleachers
SD-19
0.0
0.1
20.9
79.0
1/8/20 10:20
Baseball Field 1 Rightfield
SD-20
0.0
0.1
21.3
78.7
1/8/20 9:15
Baseball Field 3 Bleachers
SD-27
0.0
0.1
21.3
78.6
1/8/20 9:18
Baseball Field 4 Bleachers
SD-25
0.0
0.1
21.3
78.6
1/8/20 9:21
Baseball Field 4 Ri htfield
SD-26
0.0
0.1
21.2
78.7
1/8/20 9:24
Baseball Field 4 Bleachers
SD-24
0.0
1 0.1
21.1
1 78.8
1/8/20 10:17
Baseball Field 5 Bleachers
SD-22
0.0
0.1
21.1
78.8
1/8/20 10:15
Baseball Field 5 Bleachers
SD-21
0.0
0.1
21.2
78.8
softball -sized hole forming in ground next to drain
1/8/20 9:27
Baseball Field 4 Leftfield
SD-23
0.0
0.1
20.9
79.0
1/8/20 9:33
Baseball Field 4 Outfield
SD-16
0.0
0.1
20.7
79.2
1/8/20 9:35
Baseball Field 4 Outfield
SD-15
0.0
0.1
20.7
79.2
1/8/20 9:39
Baseball Field 4 Outfield
SD-14
0.0
0.1
20.8
79.1
1/8/23 10:08
Soccer Field 4
SD-43
0.0
0.1
21.2
78.8
> softball -sized hole next to drain
1/8/22 10:05
Soccer Field 4
SD-42
0.0
1 0.1
21.1
1 78.8
> soccerball-sized hole next to drain
1/8/21 10:10
Soccer Field 3
SD-41
0.0
0.1
21.2
78.8
1/8/20 10:02
Soccer Field 3
SD-40
0.0
0.1
21.0
78.9
body -sized hole next to drain
1/8/20 10:00
Soccer Field 2
SD-12
0.0
0.1
20.9
79.0
1/8/20 9:55
Soccer Field 2
SD-13
0.0
0.1
20.3
79.6
1/8/20 9:42
Soccer Field 1
SD-1 1
0.1
0.2
20.7
78.9
soccerball-sized hole
1/8/20 12:55
Baseball Fields Parking Lot
SD-06
0.0
0.1
20.9
79.1
1/8/20 12:53
Baseball Fields Parking Lot
SD-05
0.0
0.1
20.9
79.0
1/10/20 12:40
NE Boundary Passive
MP-20
0.0
0.3
1 20.6
1 79.2
0.0 "H2O
1/10/20 12:45
NE Boundary Passive
MP-31
1 •
1
54.9
0.0 "H2O
1/10/20 15:20
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
EW-2
EW-3
MP-32
SD-08
•1
0.2
0.0
1
0.0
20.6
0.0
0.0
82.8
79.3
0.0 "H2O
0.0 "H2O
0.0 "H2O
1/10/20 15:35
1/10/20 11:58
1/8/20 13:18
Soccer Fields Parking Lot
1/8/20 13:20
Soccer Fields Parking Lot
SD-09
0.0
0.1
20.6
79.3
1/8/20 9:50
Soccer Field 1
SD-10
0.1
0.2
20.6
79.1
took measurement from a soccerball-sized hole
1/9/20 9:15
South Tryon St (HWY 49)
5
0.0
1 1
1
79.5
0.0 "H2O
1/9/20 14:50
Leatherman Golf (Offsite)
P-4
W
83.8
0.0 "H2O
1/9/20 15:06
Leatherman Golf (Offsite)
P-3
0.0
84.1
0.0 "H2O
1/9/20 15:16
Leatherman Golf (Offsite)
P-2
0.0
80.9
0.0 "H2O
1/9/20 15:35
Leatherman Golf (Offsite)
P-1
0.0
82.2
0.0 "H2O
1/9/20 14:57
Leatherman Golf (Offsite)
LGFD-01
0.0
0 1
209
1 79.0
0.0 "H2O
1/9/20 14:59
Leatherman Golf (Offsite)
LGFD-02
0.0
1
209
79.0
0.0 "H2O
1/9/20 9:47
South Tryon St (HWY 49)
30
0.0
0 a
20 ;
79.1
0.0 "H2O
1/9/20 9:50
South Tryon St (HWY 49)
29
0.0
: 1
80.4
0.0 "H2O
1/9/20 9:58
South Tryon St (HWY 49)
28
0.0
1
82.8
0.0 "H2O
1/9/20 10:01
South Tryon St (HWY 49)
27
76.4
-0.45 "H2O
1/9/20 10:10
South Tryon St (HWY 49)
RW-B
RW-C
0.0
0.0
1 1
58.9
0.0
0.0 "H2O
clogged sampling port/pipe
1/9/20 10:13
South Tryon St (HWY 49)
1/9/20 10:18
South Tryon St (HWY 49)
RW-D
0.1
13
20.5
78.0
0.0 "H2O
1/9/20 10:24
South Tryon St (HWY 49)
25
0.0
0.3
21.0
78.7
0.0 "H2O
1/9/20 10:29
South Tryon St (HWY 49)
24
23
OD
1 •
0.2
20.6
17.8
79.2
-0.48 "H2O
-0.32 "H2O
1/9/20 10:36
South Tryon St (HWY 49)
1/9/20 10:45
South Tryon St (HWY 49)
22
3.8
1.0
19.7
75.6
0.0 "H2O
1/9/20 10:50
South Tryon St (HWY 49)
21
42.0
0.0 "H2O
1/9/20 10:56
South Tryon St (HWY 49)
11
0.1
0.2
20.6
79.2
0.0 "H2O
1/9/20 11:02
South Tryon St (HWY 49)
10
36.4
+0.22 "H2O
1/9/20 9:05
South Tryon St (HWY 49)
4
0.0
71.1
0.0 "H2O
1/9/20 9:28
South Tryon St (HWY 49)
6
0.0
80.0
0.0 "H2O
1/9/20 9:00
South Tryon St (HWY 49)
3
0.0
76.4
0.0 "H2O
1/9/20 8:55
South Tryon St (HWY 49)
2
0.0
0.6
19.6
79.8
0.0 "H2O
1/9/20 11:10
South Tryon St (HWY 49)
SD-38
0.0
0.1
20.9
79.0
1/9/20 11:14
South Tryon St (HWY 49)
SD-37
0.0
0.1
20.8
79.1
1/9/20 11:20
South Tryon St (HWY 49)
SD-36
0.0
0.1
20.9
79.0
1/9/20 9:45
South Tryon St (HWY 49)
SD-35
0.0
0.1
20.8
79.1
1/9/20 9:43
South Tryon St (HWY 49)
SD-34
0.0
0.1
20.8
79.1
1/9/20 9:40
South Tryon St (HWY 49)
SD-33
0.0
0.1
20.8
79.1
1/10/20 10:00
NE Boundary Active
SU-05
0.0
1 0.1
20.9
1 79.0
-2.07 "H2O; 56.5°F; 93.2 fpm
1/10/20 12:52
INE Boundary Active
SU-03R
0.0
0.2
20.7
79.0
-0.02 "H2O; 58.3°F; 14.3 fpm
1/10/20 10:15
NE Boundary Active
SU-06
0.0
0.2
21.0
78.8
-2 "H2O; 56°F; 75.8 fpm
1/10/20 10:30
NE Boundary Active
SU-07
0.0
0.2
21.2
78.7
-3.11 "H2O; 61°F; 113.9 fpm
1/10/20 10:40
NE Boundary Active
SU-02
0.0
0.3
21.2
78.5
-1.93 "H2O; 54.7°F; 89 fPm
1/10/20 10:50
NE Boundary Active
SU-08
0.0
0.1
20.8
79.1
-2.36 "H2O; 59.5°F; 97.9 fpm
CAR200048 Page 2 of 5 Geosyntec Consultants of NC, P.C.

Appendix D
Landfill Gas Monitoring Data (December 2019 through April 2020)
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH4
COZ
Oz
Balance
Comments
1/10/20 11:02
NE Boundary Active
SU-09
0.0
0.1
20.7
79.2
-2.75 "H2O; 63.3°F; 105.7 fpm
1/8/20 8:55
Baseball Fields Parking Lot
SD-01
0.0
0.1
20.9
79.0
1/8/20 13:15
Soccer Fields Parking Lot
SD-07
0.0
0.1
20.6
79.4
1/8/20 11:14
Tyvola Road
SD-39
0.0
0.1
20.6
79.2
1/8/20 16:48
Golf Course Parking Lot
SD-31
0.0
0.1
20.6
79.3
1/8/20 13:40
Clubhouse Passive
CH System
0.0
0.1
20.8
79.1
14,141.0 hours; 56.2°F; 840.4 fpm
1/8/20 13:58
Clubhouse Active
SCV-7
0.0
1 0.0
20.9
79.0
-1.5 %2O
1/8/2014:01
Clubhouse Active
SCV-6
0.0
0.1
20.9
79.0
-1.5"H20
1/8/20 14:07
Clubhouse Active
SCV-5
0.0
0.1
21.0
79.0
-0.78 "H2O
1/8/2014:12
Clubhouse Active
SCV-4
0.0
0.1
21.0
78.9
-0.65"H20
1/8/2014:17
Clubhouse Active
SCV-3
0.0
0.1
21.1
78.9
-0.22"H20
1/8/20 14:20
Clubhouse Active
SCV-2
0.0
0.0
21.1
78.9
-0.3 "H2O
1/8/20 14:23
Clubhouse Active
SCV-1
0.0
0.3
20.7
78.9
-0.26 "H2O
1/8/2014:48
Clubhouse Passive
CHFD-03
0.0
0.1
20.9
1 79.0
1/8/20 14:58
Clubhouse Passive
CHFD-05
0.0
0.1
21.3
78.6
1/8/2014:51
Clubhouse Passive
CHFD-02
0.0
0.1
21.1
78.9
1/8/20 14:53
Clubhouse Passive
CHFD-01
0.0
0.1
21.2
78.7
1/8/20 14:55
Clubhouse Passive
CHFD-04
0.0
0.1
21.3
78.6
1/8/20 15:04
Maintenance Building
SD-32
0.0
0.1
20.9
79.0
1/8/20 15:07
Maintenance Building
BP-9
0.0
0.6
20.2
79.2
0.0 "H2O
1/8/20 15:28
Westem Boundary
32
0.0
0.1
21.0
78.8
0.0 "H2O
1/8/20 15:35
Western Boundary
33
0.0
0.3
21.0
78.8
0.0 "H2O
1/8/20 15:40
Westem Boundary
34
0.0
0.1
21.0
78.9
0.0 "H2O
1/8/20 15:46
Western Boundary
35
0.0
0.4
21.0
78.6
0.0 "H2O
1/8/20 16:00
Westem Boundary
31
0.0
0.2
21.1
78.7
0.0 "H2O
1/8/20 16:16
Northem Boundary
46
0.0
0.1
20.9
79.1
0.0 "H2O
1/8/20 16:25
Northem Boundary
47
0.0
0.4
20.4
79.2
0.0 "H2O
1/10/20 12:20
NE Boundary Passive
MP-48
0.0
0.1
20.6
79.5
0.0 "H2O
1/10/20 12:25
NE Boundary Passive
GP-8
0.0
0.1
20.6
79.4
0.0 "H2O
1/8/20 15:22
Westem Boundary
DMW-05
0.0
0.3
20.5
79.3
0.0 "H2O
1/10/20 12:05
NE Boundary Passive
DP-5
0.0
0.1
20.6
79.3
-0.48 "H2O
4/8/20 11:15
NE Boundary Active
PC-01
53.6
42.6 "H2O; 80.4°F; 1595 fpm
4/8/20 13:34
NE Boundary Active
PC-02
4.9
73.4
-65 "H2O; 86.3°F; 1890 fpm
4/8/20 13:50
NE Boundary Active
PC-03
2.5
76.8
-50.8 "H2O; 92.4°F; 1020 fpm
4/8/20 14:02
NE Boundary Active
PC-05
0.0
0.1
20.2
79.6
-1.1 "H2O; 99°F; 14.7 fpm
4/8/20 14:08
NE Boundary Active
PC-06
71.5
-60.1 "H20; 84.5°F; 1704 fpm
4/8/20 14:21
NE Boundary Active
PC-07
0.0
0.2
20.5
79.3
-0 "H2O; 94.5°F; 7.9 fpm
4/8/20 14:25
NE Boundary Active
PC-08
2.4
77.8
-65.8 "H2O; 87.3°F; 1050 fpm
4/8/20 14:32
NE Boundary Active
NE Boundary Active
PC-09
PC-10
2.7
• 1
72.2
72.9
-35.8 "H2O; 91.3°F; 1013 fpm
-28.9 "H2O; 101.4°F; 911 fpm
4/8/20 14:45
4/8/20 14:52
NE Boundary Active
PC-11
2.5
76.8
-30.6 "H2O; 97.5°F; 2900 fpm
4/8/20 14:56
NE Boundary Active
PC-12
2.8
77.1
-53.1 "H2O; 99.1 °F; 2400 fpm
4/8/20 15:05
NE Boundary Active
PC-13
0.0
0.0
10.7
79.3
-70.8 "H2O; 91.2°F; 2456 fpm
4/8/20 15:12
NE Boundary Active
PC-14
1
32.4
-70.7 "H2O; 87.5°F; 2931 fpm
4/8/20 15:20
NE Boundary Active
PC-15
11.5
-67.5 "H2O; 87.5°F; 3016 fpm
4/8/20 15:30
NE Boundary Active
PC-16
0.2
0.4
'0_
79.1
-70 "H2O; 86.4°F; 3043 fpm
4/8/20 15:37
NE Boundary Active
NE Boundary Active
PC-17
PC-18
1
67.0
71.2
-69.6 "H2O; 82.7°F; 4214 fpm
-64.8 "H2O; 78.2°F; 2726 fpm
4/8/20 15:43
4/8/20 15:50
NE Boundary Active
PC-19
0.0
0.1
21.3
1 78.5
-45.7 "H2O; 74.3°F; 3063 fpm
4/8/20 16:00
NE Boundary Active
PC-20
0.0
0.4
20.5
79.0
-54.2 "H2O; 80.4°F; 3077 fpm
4/8/20 16:08
NE Boundary Active
PC-21
0.0
0.3
20.5
79.2
-53.2 "H2O; 87.2°F; 1141 fpm
4/8/20 16:18
NE Boundary Active
PC-22
0.0
0.3
20.4
79.3
-49.7 "H2O; 87°F; 1128 fpm
4/8/20 16:24
NE Boundary Active
PC-23
0.0
0.2
20.6
79.2
-15.8 "H2O; 73.1 °F; 3128 fpm
4/9/20 12:42
NE Boundary Active
PC-24
0.0
0.5
19.8
79.7
-37.5 "H2O; 77.5°F; 2023 fpm
4/9/20 12:50
NE Boundary Active
PC-25
0.0
80.6
-50.9 "H2O; 81.7°F; 1350 fpm
4/9/20 12:55
NE Boundary Active
PC-26
0.0
0.6
80.3
-33 "H2O; 85.2°F; 1120 fpm
4/8/20 9:48
NE Boundary Active
SU-11
0.0
0.1
20.9
79.0
4/8/20 9:36
NE Boundary Active
SU-01
0.0
0.2
20.8
79.1
0.0 "H2O
4/8/20 9:56
NE Boundary Active
SU-10
0.0
0.1
21.0
79.0
4/8/20 13:09
NE Boundary Passive
DP-6
0.0
0.0
21.0
79.0
-3.5 "H2O
4/9/20 13:20
NE Boundary Passive
VMP-1
0.0
0.0
21.1
78.9
0.0 "H2O
4/9/20 13:22
NE Boundary Passive
VMP-2
0.0
0.0
21.1
78.9
0.0 "H2O
4/9/20 13:24
NE Boundary Passive
VMP-3
0.0
0.0
21.2
78.8
-1.5 "H2O
4/9/20 13:41
NE Boundary Passive
VMP-613
0.0
0.0
21.0
78.9
10.0 "H2O
4/9/20 13:35
NE Boundary Passive
VMP-6S
0.0
0.0
21.2
78.8
0.0 "H2O
4/9/20 13:44
NE Boundary Passive
VMP-71)
0.0
0.3
81.4
0.0 "H2O
4/9/20 13:43
NE Boundary Passive
VMP-7S
0.0
0.1
20.8
79.1
0.7 "H2O
4/9/20 13:50
NE Boundary Passive
GP-6
0.0
0.1
21.2
78.7
0.0 "H2O
4/9/20 14:11
NE Boundary Passive
VMP-413
0.0
0.7
79.9
0.0 "H2O
4/9/20 14:15
NE Boundary Passive
VMP-4S
0.0
0.0
20.9
79.1
0.0 "H2O
4/9/2014:23
NE Boundary Passive
VMP-5S
0.0
0.5
80.1
0.0 "H2O
4/9/20 14:27
NE Boundary Passive
VMP-513
0.0
0.0
20.6
79.4
0.0 "H2O
4/9/20 14:36
NE BoundaryOffsite
S-1
0.0
82.2
0.0 H2O
4/9/20 15:32
NE Boundary Offsite
S-2
0.0
1 0.4
80.7
10.0 "H2O
CAR200048 Page 3 of 5 Geosyntec Consultants of NC, P.C.

Appendix D
Landfill Gas Monitoring Data (December 2019 through April 2020)
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH4
CO2
Oz
Balance
Comments
4/9/20 15:40
NE Boundary Offsite
BP-8
0.0
0.3
19.8
79.9
0.0 "H2O
4/9/20 15:28
NE Boundary Offsite
S-4
0.0
0.1
20.4
79.5
0.0 "H2O
4/9/20 15:38
NE Boundary Offsite
S-3
0.0
0.0
20.9
79.1
0.0 "H2O
4/9/20 15:50
NE Boundary Passive
VMP-81)
0.0
0.6
20.1
79.3
0.0 "H2O
4/9/20 15:52
NE Boundary Passive
VMP-8S
0.0
0.1
20.5
79.4
0.0 "H2O
4/9/20 16:00
NE Boundary Offsite
BP-3
0.0
0.7
80.4
0.0 "H2O
4/9/20 14:50
NE Boundary Offsite
BP-5
0.0
1.1
1
79.9
0.0 "H2O
4/9/20 15:00
NE Boundary Offsite
S-5
0.0
1 :
85.5
0.0 "H2O
4/9/20 15:05
NE Boundary Offsite
BP-6
0.0
89.7
0.0 "H2O
4/9/20 15:08
NE Boundary Offsite
BP-7
0.0
0.5
20.2
79.4
0.0 "H2O
4/9/20 15:13
NE Boundary Offsite
S-6
0.0
87.7
0.0 "H2O
4/9/20 15:23
NE Boundary Offsite
S-7
0.0
0.0
20.6
79.4
0.0 "H2O
4/9/20 16:15
NE Boundary Passive
MP-16
0.0
0.0
20.8
79.2
0.0 "H2O
4/9/20 16:21
NE Boundary Passive
MP-15
0.0
0.0
20.9
79.1
0.0 "H2O
4/9/20 16:25
NE Boundary Passive
MP-14
0.0
1 1.0
20.0
79.1
0.0 "H2O
4/10/20 12:23
Northern Boundary
Tunnel
0.0
0.1
20.4
79.5
4/10/20 12:20
Northem Boundary
45
0.0
81.3
0.0 "H2O
4/10/20 12:28
Northern Boundary
44
0.0
0.1
20.4
79.5
0.0 "H2O
4/10/20 12:31
Northem Boundary
43
39.6
0.0 "H2O
4/10/20 12:37
Northern Boundary
42
0.0
0.2
20.5
79.2
0.0 "H2O
4/10/20 12:40
Northem Boundary
41
58.0
0.0 "H2O
4/9/20 16:35
Northem Boundary
40
0.0
61.7
0.0 "H2O
4/9/20 10:30
Baseball Fields Parking Lot
SD-02
0.0
0.0
20.9
79.1
4/9/20 10:29
Baseball Fields Parking Lot
SD-03
0.0
0.0
20.9
79.1
4/9/20 10:26
Baseball Fields Parking Lot
SD-04
0.0
0.0
21.6
78.4
4/9/20 10:13
Baseball Field 3 Bleachers
SD-28
0.0
0.1
21.4
78.5
4/9/20 10:11
Baseball Field 2 Bleachers
SD-29
0.6
0.5
21.0
77.8
4/9/20 9:20
Baseball Field 2 Bleachers
SD-30
0.0
0.1
21.1
78.8
4/9/20 9:24
Baseball Field 1 Leftfield
SD-17
0.0
0.1
21.1
78.9
4/9/20 9:27
Baseball Field 1 Bleachers
SD-18
0.0
0.1
21.0
78.9
4/9/20 9:30
Baseball Field 1 Bleachers
SD-19
0.0
0.1
21.0
79.0
4/9/20 9:33
Baseball Field 1 Rightfield
SD-20
0.0
0.1
20.9
79.0
4/9/20 10:06
Baseball Field 3 Bleachers
SD-27
0.0
0.1
21.2
78.8
4/9/20 9:57
Baseball Field 4 Bleachers
SD-25
0.0
0.1
20.9
79.0
4/9/20 10:02
Baseball Field 4 Ri htfield
SD-26
0.0
0.1
21.0
78.9
4/9/20 9:54
Baseball Field 4 Bleachers
SD-24
0.0
0.1
20.3
79.6
4/9/20 9:39
Baseball Field 5 Bleachers
SD-22
0.0
0.1
20.7
79.3
4/9/20 9:35
Baseball Field 5 Bleachers
SD-21
0.0
0.1
20.8
79.1
softball -sized hole forming in ground next to drain
4/9/20 9:41
Baseball Field 4 Leftfield
SD-23
0.0
0.1
20.6
79.3
4/9/20 9:44
Baseball Field 4 Outfield
SD-16
0.0
0.1
20.5
79.5
4/9/20 9:46
Baseball Field 4 Outfield
SD-15
0.0
0.1
20.4
79.5
4/9/20 9:48
Baseball Field 4 Outfield
SD-14
0.0
0.1
20.4
79.5
4/9/20 10:45
Soccer Field 4
SD-43
0.0
0.0
20.9
79.0
4/9/20 10:47
Soccer Field 4
SD-42
0.0
0.1
20.9
79.1
hole next to grate
4/9/20 10:53
Soccer Field 3
SD-41
0.0
0.0
20.8
79.2
4/9/20 10:50
Soccer Field 3
SD-40
0.0
0.0
20.8
79.1
4/9/20 10:56
Soccer Field 2
SD-12
0.0
0.0
20.7
79.3
4/9/20 10:59
Soccer Field 2
SD-13
0.0
0.0
20.7
79.3
4/9/20 11:04
Soccer Field 1
SD-11
0.0
0.0
20.7
79.3
4/9/20 11:18
Baseball Fields Parking Lot
SD-06
0.0
0.0
20.7
79.2
4/9/20 11:20
Baseball Fields Parking Lot
SD-05
0.0
0.0
20.7
79.2
4/10/20 12:58
NE Boundary Passive
MP-20
0.0
0.1
19.5
80.4
0.0 "H2O
4/10/20 13:06
NE Boundary Passive
MP-3 1
25.3
0.0 "H2O
4/10/20 12:40
NE Boundary Passive
EW-2
1
0.4
4/10/20 12:37
NE Boundary Passive
EW-3
1
2.8
4/9/20 14:00
NE Boundary Passive
MP-32
2.3
77.6
0.0 "H2O
4/9/20 11:11
Soccer Fields Parking Lot
SD-08
0.0
0.0
20.7
79.3
4/9/20 11:09
Soccer Fields Parking Lot
SD-09
0.0
0.1
20.6
79.1
4/9/20 11:02
Soccer Field 1
SD-10
0.0
0.1
20.6
79.3
took measurement from a small crack in the dirt
4/10/20 14:28
South Tryon St (HWY 49)
5
0.1
81.4
0.0 "H2O
4/10/20 16:32
Leatherman Golf (Offsite)
P-4
3.5
1 '
84.3
0.0 "H2O
4/10/20 16:38
Leatherman Golf (Offsite)
P-3
0.0
83.6
0.0 "H2O
4/10/20 16:43
Leatherman Golf (Offsite)
P-2
0.0
82.6
0.0 "H2O
4/10/20 16:48
Leatherman Golf (Offsite)
P-1
2.7
1 '
80.3
0.0 "H2O
4/10/2015:37
South Tryon St (HWY 49)
30
0.0
0.3
20.5
79.2
0.0 "H2O
4/10/20 15:34
South Tryon St (HWY 49)
29
0.0
1 •
84.1
86.1
46.6
0.0 "H2O
0.0 "H2O
0.0 "H2O
4/10/20 15:30
4/10/20 15:24
South Tryon St (HWY 49)
South Tryon St (HWY 49)
28
27
0.0
4/10/20 15:18
South Tryon St (HWY 49)
RW-B
0.0
0.0
1 1
0.0
clogged sampling ort i e
4/10/20 15:20
South Tryon St (HWY 49)
RW-C
38.9
0.0 "H2O
4/10/20 15:16
South Tryon St (HWY 49)
RW-D
0.0
1.1
20.2
78.7
0.0 "H2O
4/10/20 15:12
South Tryon St (HWY 49)
25
0.0
0.2
20.5
79.3
0.0 "H2O
4/10/20 15:08
South Tryon St (HWY 49)
24
13.0
0.0 "H2O
4/10/20 15:03
South Tryon St (HWY 49)
23
0.0
89.0
0.0 "H2O
CAR200048 Page 4 of 5 Geosyntec Consultants of NC, P.C.

Appendix D
Landfill Gas Monitoring Data (December 2019 through April 2020)
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH4
CO2
Oi
Balance
Comments
4/10/20 14:53
South Tryon St (HWY 49)
22
62.7
0.0 "H2O
4/10/20 14:58
South Tryon St (HWY 49)
21
10.2
0.0 "H2O
4/10/2014:45
South Tryon St (HWY 49)
11
0.0
0.0
20.9
28.8
79.0
0.0 "H2O
0.0 "H2O
4/10/20 14:42
South Tryon St (HWY 49)
10
4/10/20 14:23
South Tryon St (HWY 49)
4
0.0
111OW
80.6
0.0 "H2O
4/10/20 14:33
South Tryon St (HWY 49)
6
0.1
81.7
0.0 "H2O
4/10/20 14:20
South Tryon St (HWY 49)
3
0.0
0.8
80.3
0.0 "H2O
4/10/20 14:15
South Tryon St (HWY 49)
2
0.0
80.2
0.0 "H2O
4/10/20 15:42
South Tryon St (HWY 49)
SD-38
0.0
0.1
20.6
79.3
4/10/20 15:43
South Tryon St (HWY 49)
SD-37
0.0
0.1
20.6
79.4
4/10/20 15:46
South Tryon St (HWY 49)
SD-36
0.0
0.0
20.6
79.3
4/10/20 15:48
South Tryon St (HWY 49)
SD-35
0.0
0.0
20.7
79.3
4/10/20 15:50
South Tryon St (HWY 49)
SD-34
0.0
0.0
20.7
79.3
4/9/20 16:26
South Tryon St (HWY 49)
SD-33
0.0
0.0
20.4
79.6
4/8/20 11:00
NE Boundary Active
SU-05
0.0
0.2
20.8
78.9
0.0 "H2O
4/8/20 11:09
NE Boundary Active
SU-03R
0.0
0.1
21.2
78.7
0.0 "H2O
4/8/20 10:47
NE Boundary Active
SU-06
0.0
0.3
20.5
79.2
0.0 "H2O
4/8/20 10:30
NE Boundary Active
SU-07
0.0
0.2
20.2
79.6
0.0 "H2O
4/8/20 10:22
NE Boundary Active
SU-02
0.0
0.1
20.6
79.3
0.0 "H2O
4/8/20 10:15
NE Boundary Active
SU-08
0.0
0.0
20.7
79.2
0.0 "H2O
4/8/20 10:08
NE Boundary Active
SU-09
0.0
0.1
20.8
79.2
0.0 "H2O
4/9/20 10:33
Baseball Fields Parking Lot
SD-01
0.0
0.1
20.9
79.1
4/9/20 11:13
Soccer Fields Parking Lot
SD-07
0.0
0.0
20.7
79.2
4/10/20 15:40
Tyvola Road
SD-39
0.0
0.1
20.7
79.2
4/10/20 10:55
Golf Course Parking Lot
SD-31
0.0
0.1
20.7
79.2
4/10/20 7:45
Clubhouse Passive
CH System
0.0
0.1
21.2
78.7
16360.0 hours; 2472 fpm; 62.6 °F
4/10/20 8:06
Clubhouse Active
SCV-7
0.0
0.1
21.2
78.6
-0.7 "H2O
4/10/20 7:55
Clubhouse Active
SCV-6
0.0
0.2
21.2
78.6
-0.6 "H2O
4/10/20 8:03
Clubhouse Active
SCV-5
0.0
0.2
21.3
78.6
0.0 "H2O
4/10/20 8:00
Clubhouse Active
SCV-4
0.0
0.1
21.3
78.6
0.0 "H2O
4/10/20 8:10
Clubhouse Active
SCV-3
0.0
0.1
21.4
78.5
0.0 "H2O
4/10/20 8:14
Clubhouse Active
SCV-2
0.0
0.1
21.4
78.5
0.0 "H2O
4/10/20 8:17
Clubhouse Active
SCV-1
0.0
0.7
20.9
78.3
0.0 "H2O
4/10/20 8:22
Clubhouse Passive
CHFD-03
0.0
0.2
21.4
78.4
4/10/20 8:25
Clubhouse Passive
CHFD-05
0.0
0.1
20.9
79.0
4/10/20 8:28
Clubhouse Passive
CHFD-02
0.0
0.1
20.9
79.0
4/10/20 8:29
Clubhouse Passive
CHFD-01
0.0
0.1
20.9
79.0
4/10/20 8:31
Clubhouse Passive
CHFD-04
0.0
0.1
20.9
79.1
4/10/20 10:35
Maintenance Building
SD-32
0.0
0.1
20.8
79.1
4/10/20 10:30
Maintenance Building
BP-9
0.0
0.7
20.3
79.0
0.0 "H2O
4/10/20 9:28
Western Boundary
32
0.0
0.1
20.8
79.1
0.0 "H2O
4/10/20 9:35
Western Boundary
33
0.0
0.1
20.8
79.1
0.0 "H2O
4/10/20 9:45
Western Boundary
34
0.0
0.1
20.8
79.1
0.0 "H2O
4/10/20 9:50
Western Boundary
35
0.0
0.1
1 20.8
79.1
0.0 "H2O
4/10/20 9:15
Western Boundary
31
0.0
0.4
20.8
78.8
0.0 "H2O
4/10/20 8:40
Northern Boundary
46
0.0
0.1
20.8
79.2
4/10/20 8:50
Northern Boundary
47
0.0
0.1
20.9
79.0
4/9/20 14:06
NE Boundary Passive
MP-48
0.0
0.2
21.4
78.3
0.0 "H2O
4/9/20 14:08
NE Bounda Passive
GP-8
0.0
0.1
21.4
18.5
0.0 "H2O
4/10/20 9:50
WeBoundary
DMW-OS
0.0
0.9
20.0
7A2
0.0 "H2O
4/8/20 13:12
1 NE Boundary Passive
DP-5
0.0
0.0
20.9
79.1
10.0 "H2O
Notes:
CH4 deteetim below Lower Explosive Limit (LEL), e.g. < 5%
CAR200048 Page 5 of 5 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas
Monitoring Data

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO' OZ
Balance
1/17/12 9:22
Miscellaneous
Ambient
0.0%
0.1% : •'. 81.0%
1/17/12 9:27
NE Boundary Passive
MP-17
0.3%
1.0% '. 80.2%
1/17/12 9:39
NE Boundary Passive
MP-20
'.
1 64.0%
1/17/129:41
NE Boundary Passive
NE Boundary Passive
MP-31
MP-32
.11'.
' 1'.
0.3%
I '. 11'. 0.0%
1'. 1 1'. 0.0%
178.1%
1/17/12 9:47
1/17/12 9:51
NE Boundary Passive
MP-33
1/17/12 9:55
NE Boundary Passive
MP-34
.'.
a .'. 25.9%
1/17/129:59
NE Boundary Passive
MP-35
MP-15
0.2%
0.0%
1'. ". 78.9%
0.5% • '. 80.3%
0.4% '. 80.4%
1/17/12 10:42
NE Boundary Passive
1/17/12 10:50
NE Boundary Passive
MP-14
0.0%
1/17/12 10:58
NE Boundary Passive
MP-16
0.0%
'. 81.0%
1/17/12 11:23
Baseball Field Light Poles
BLP-13
0.0%
0.0%
0.8%
0.3%
` 1'. 80.20Io
'. 80.61/0
.'. 52.9%
1/17/12 11:29
Baseball Field Light Poles
BLP-12
1/17/12 11:32
Baseball Field Light Poles
BLP-11
1/17/12 11:41
Baseball Field Scoreboards
BSB-5
0.0%
O.Sa/o
'. 80.3%
1/17/12 11:46
Baseball Field Light Poles
Baseball Field Light Poles
BLP-30
0.0%
0.2%
'. 80.6%
• '. 80.7%
1/17/12 11:49
BLP-29
0.0%
0.2%
1/17/12 11:52
Baseball Field Light Poles
BLP-28
0.0%
0.1%
• 1'. 80.9%
1/17/12 11:57
Baseball Field Light Poles
BLP-27
0.0%
0.1%
' ". 81.0%
1/17/12 12:03
Baseball Field Light Poles
BLP-26
BSB-4
0.0%
0.0%
0.1%
0.1%
` 1'. 80.9%
: •'. 61.0%
1/17/12 12:06
Baseball Field Scoreboards
1/17/12 12:11
Baseball Field 4 Outfield
SD-16
0.0%
1)
' :'. 81.1%
1/17/12 13:15
Baseball Field 4 Outfield
SD-15
0.0%
0.1%
' :'. 81.1%
1/17/12 13:18
Baseball Field Light Poles
BLP-25
BLP-24
0.0%
0.1%
0.1%
::'. 81.1%
:.'. 81.3%
1/17/12 13:30
Baseball Field Light Poles
0.0%
1/17/12 13:33
Baseball Field Light Poles
BLP-23
0.0%
0.1%
' :'. 81.1%
1/17/12 13:37
Baseball Field Scoreboards
BSB-3
0.0%
0.1%
' ". 81.0%
1/17/12 13:40
Baseball Field Light Poles
BLP-22
BLP-21
0.0%
0.0%
0.1%
0.1%
". 81.0%
: •'. 81.0%
1/17/12 13:44
Baseball Field Light Poles
1/17/12 13:47
Baseball Field Light Poles
BLP-20
0.0%
0.1%
' :'. 81.1%
1/17/12 13:50
Baseball Field Light Poles
BLP-19
0.0%
0.1%
:'. 81.1%
1/17/12 13:54
Baseball Field Light Poles
Baseball Field Scoreboards
BLP-18
BSB-2
0.0%
0.0%
0.1%
0.1%
". 81.0%
• 1'. 80.9%
1/17/12 13:57
1/17/12 14:00
Baseball Fields Parking Lot
SD-04
0.0%
0.1%
' :'. 81.1%
1/17/12 14:03
Baseball Fields Parking Lot
SD-03
0.1%
0.1%
:'. 81.0%
1/17/12 14:05
Baseball Fields Parking Lot
SD-02
SD-01
0.0%
0.0%
1 0.1%
0.1%
1'. 80.9%
: •'. 81.0%
1/17/12 14:08
Baseball Fields Parking Lot
1/17/12 14:13
Baseball Field Light Poles
BLP-17
0.0%
0.1%
' :'. 81.1%
1/17/12 14:18
Baseball Field Light Poles
BLP-16
0.0%
0.1%
` 1'. 80.9%
1/17/12 14:22
Baseball Field Light Poles
BLP-15
0.0%
0.1%
` 1'. 80.9%
1/17/12 14:27
Baseball Field Scoreboards
BSB-1
0.1%
: •'. 81.no/,
0.0%
1/17/12 14:31
Baseball Field Light Poles
BLP-14
0.0%
0.10/t
'. 80.8o70
1/17/12 14:36
Baseball Fields Parking Lot
SD-06
1.1%
0.6%
79.7%
1/17/12 14:41
Baseball Fields Parking Lot
Soccer Light Poles
SD-05
SLP-03
0.0%
0.0%
0.2%
0.1%
` 1'. 80.8%
::'. 81.1%
1/17/12 14:48
1/17/12 14:55
Soccer Fields Parking Lot
SD-07
0.0%
0.1%
• •'. 81.0%
1/17/12 15:10
Soccer Light Poles
SLP-02
0.0%
0.1%
' ". 81.0%
1/17/12 15:14
Soccer Light Poles
SLP-01
SD-08
0.0%
0.0%
0.1%
0.1%
'. 80.8%
: •'. 81.0%
1/17/12 15:19
Soccer Fields Parking Lot
1/17/12 15:27
Soccer Fields Parking Lot
SD-09
0.0%
0.1%
• 1'. 80.9%
1/17/12 15:34
Soccer Light Poles
SLP-04
0.0%
0.1%
` 1'. 80.9%
1/17/12 15:39
Soccer Field 1
SD-10
SLP-05
0.0%
0.0%
0.1%
0.1%
` 1'. 80.9%
• 1'. 80.9%
1/17/12 15:42
Soccer Light Poles
1/17/12 15:45
Soccer Field 1
SD-11
0.0%
0.1%
'. 80.8%
1/17/12 15:49
Soccer Light Poles
SLP-06
0.0%
0.0%
'. 80.9%
CAR200048 Page 1 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO' OZ
Balance
1/17/12 15:54
Soccer Light Poles
SLP-07
0.0%
0.0%
' '.
80.9%
1/17/12 15:58
Soccer Light Poles
SIP-10
0.0%
0.0%
'.
80.7%
1/17/12 16:08
Soccer Field 2
SD-12
0.0%
0.0%
'.
80.7%
1/17/12 16:12
Soccer Light Poles
SLP-09
0.0%
0.0%
'.
80.80Io
1/17/12 16:15
Soccer Field 2
SD-13
0.0%
0.0%
• '.
80.9%
1/17/12 16:18
Soccer Light Poles
SLP-08
0.0%
0.0%
'.
80.7%
1/17/12 17:22
NE Boundary Offsite
BP-1
0.0%
'.
80.7%
1/17/12 17:30
NE Boundary Offsite
BP-2
0.0%
".
79.6%
1/18/12 9:48
Miscellaneous
Ambient
0.0%
0.1 %
0.8°/a
Am'.
• 1'.
'.
80.9%
80.Oolo
79.3%
1/18/12 10:04
NE Boundary Offsite
BP-4
0.0%
1/18/12 10:32
NE Boundary Offsite
BP-6
0.0%
1/18/12 10:41
NE Boundary Offsite
BP-7
0.0%
:
. '.
81.8%
1/18/12 10:51
NE Boundary Offsite
BP-8
0.0%
1.2%
•'.
81.9%
1/18/12 11:22
HWY 49 Boundary
2
0.0%
0.3%
81.1%
1/18/12 11:27
HWY 49 Boundary
3
0.0%
0.4%
' •'.
80.7%
1/18/12 11:31
HWY 49 Boundary
4
0.0%
1 1.2% '.
80.3%
1/18/12 11:34
HWY 49 Boundary
5
0.0%
1 . '.
. '.
0.7% 19.8%
83.4%
80.9%
79.5%
1/18/12 11:38
HWY 49 Boundary
6
0.0%
1/18/12 l 1:41
HWY 49 Boundary
7
0.0%
1/18/12 12:06
HWY 49 Boundary
10
0.6%
'.
•
78.6%
1/18/12 12:11
HWY 49 Boundary
11
0.9%
'.
•'.
78.1%
1/18/12 12:24
HWY 49 Boundary
21
'.
'.
.'.
50.8%
1/18/12 12:33
HWY 49 Boundary
22
'.
1 '. '.
51.8%
1/18/12 12:42
HWY 49 Boundary
23
58.6%
1/18/12 12:48
HWY 49 Boundary
24
25
1'.
0.2%
'. 1 1'.
1 0.7% '.
2.6%
80.4%
0.9%
1/18/12 12:56
HWY 49 Boundary
1/18/12 13:03
HWY 49 Boundary
RW-D
1/18/12 13:07
HWY 49 Bound
RW-C
' '.
:'. 1 1'.
5.8%
1/18/12 13:09
HWY 49 Bound
RW-B
'.
:.'. 1 1'.
0.3%
1/18/12 14:23
Clubhouse Passive
CHFD-01
0.0%
0.5% ' :'.
80.70/1
1/18/12 14:26
Clubhouse Passive
CHFD-02
0.0%
0.2OX :'.
81.0%
1/18/12 14:31
Leatherman Golf Offsite
P-4
1 4.1%
'.
83.8%
1/18/12 14:36
Leatherman Golf (Offsite)
P-3
0%
0.8% '.
80.7%
1/18/12 14:44
Leatherman Golf Offsite
P-2
�'. '.
1.3% ' ".
74.7%
79.8%
1/18/12 14:54
Leatherman Golf Offsite
P-1
0%
tO.
1/18/12 15:23
HWY 49 Bound
27
4%
0.7%1/18/12
15:32
HWY 49 Bound
28
070
'.
82.27o
1/18/12 15:36
HWY 49 Boundary
29
0.0%
0.7% 19.5%
79.8%
1/18/12 15:40
HWY 49 Boundary
30
0.0%
0.7% :.'.
80.7%
1/18/12 15:49
South Tryon St HWY 49
SD-33
0.0%
0.2% '.
80.7%
1/18/12 15:54
South Tryon St HWY 49
SD-34
0.0%
0.1% • 1'.
80.9%
1/18/12 15:56
South Tryon St HWY 49
SD-35
0.0%
0.1% '.
81.2%
1/18/12 16:01
South Tryon St HWY 49
SD-36
0.0%
0.1% '.
81.7%
1/18/12 16:07
South Tryon St HWY 49
SD-37
0.0%
0.1% '.
81.8%
1/18/12 16:13
South Tryon St HWY 49
SD-38
0.0%
0.1% '.
0.1% '.
81.8%
81.4%
1/18/12 16:30
T vola Rd
SD-39
0.0%
1/18/12 17:00
NE Boundary Offsite
S-7
0.0%
0.1%
'.
80.8%
1/18/12 17:08
NE Boundary Offsite
S-6
0.0%
1.2%
'.
80.5%
1/18/12 17:11
NE Boundary Offsite
S-5
0.0%
0.6%
19.5%
79.9%
1/18/12 17:16
NE Boundary Offsite
S-3
0.0%
1 0.2%
19.6%
80.2%
1/18/12 17:19
NE Boundary Offsite
S-4
0.0%
0.2%
19.5%
80.3%
1/18/12 17:25
NE Boundary Offsite
S-1
0.0%
.'. .'.
80.8%
1/18/12 17:30
NE Boundary Offsite
S-2
0.0%
.'. '.
'. '.
86.7%
78.2%
79.4%
1/19/12 10:20
NE Boundary Offsite
BP-3
0.0%
1/19/12 10:28
NE Boundary Offsite
BP-5
0.1%
CAR200048 Page 2 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO' OZ
Balance
1/19/12 13:12
1/19/12 13:15
1/19/12 13:19
1/19/12 13:22
Baseball Field Light Poles
Baseball Field Light Poles
Baseball Field 1 Leftfield
Baseball Field 2 Bleachers
BLP-07
BLP-02
SD-17
SD-30
0.0%
0.0%
0.0%
0.0%
0.1%
0.1%
0.1%
0.1%
'.
'.
' :'.
'.
81.2%
81.2%
81.1%
81.2%
1/19/12 13:24
Baseball Field 2 Bleachers
SD-29
0.0%
0.1%
::'.
81.1%
1/19/12 13:27
Baseball Field 3 Bleachers
SD-28
0.0%
0.1%
' ".
81.0%
1/19/12 13:29
1/19/12 13:32
Baseball Field Light Poles
Baseball Field Light Poles
BLP-03
BLP-08
0.0%
0.0%
0.1%
0.1%
' :'.
".
81.1%
81.0%
1/19/12 13:36
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
• 1'.
80.9%
1/19/12 13:39
1/19/12 13:42
Baseball Field 5 Bleachers
Baseball Field 1 Bleachers
SD-21
SD-19
0.0%
0.0%
0.1%
0.1%
'.
'.
80.7%
80.7%
1/19/12 13:45
Baseball Field Light Poles
BLP-01
SD-20
BLP-06
SD-22
0.0%
0.0%
0.1%
0.1%
0.1%
0.1%
0.2%
0.2%
'.
• '.
'.
'.
80.6%
1/19/12 13:47
1/19/12 13:50
1/19/12 13:54
Baseball Field 1 Ri htfield
Baseball Field Light Poles
Baseball Field 5 Bleachers
80.6%
80.6%
80.4%
1/19/12 13:57
1/19/12 14:01
Baseball Field Light Poles
Baseball Field Light Poles
BLP-05
0.0%
0.1%
'.
• '.
80.6%
80.6%
BLP-10
0.0%
0.1%
1/19/12 14:09
Baseball Field 4 Bleachers
SD-25
0.0%
0.1% 19.6%
80.3%
1/19/12 14:10
Baseball Field Light Poles
BLP-04
0.0%
0.1% 19.6%
80.3%
1/19/12 14:14
Baseball Field 3 Bleachers
SD-27
0.0%
0.1% 19.8%
80.1%
1/19/12 14:17
Baseball Field 4 Ri htfield
SD-26
0.0%
0.1% 19.8%
80.1%
1/19/12 14:23
Baseball Field Light Poles
BLP-09
0.0%
0.1% 19.8%
80.1%
1/19/12 15:49
1/19/12 15:53
Clubhouse Passive
Clubhouse Passive
CHFD-03
CHFD-05
0.0%
0.0%
0.1% '.
0.1% '.
0.1% • '.
0.1% '.
0.1% '.
0.4% ` 1'.
0.8% ::'.
1.2% ' :'.
80.7%
80.7%
1/19/12 15:55
Clubhouse Passive
CHFD-02
0.0%
80.6%
1/19/12 15:58
Clubhouse Passive
CHFD-04
0.0%
80.5%
80.6%
80.1%
1/19/12 16:08
1/19/12 16:13
1/19/12 16:16
1/19/12 16:18
Clubhouse Active
Clubhouse Active
Clubhouse Active
Clubhouse Active
SCV-7
SCV-6
SCV-5
SCV-4
0.1%
0.5%
0.5%
0.9%
79.9%
79.1%
1/19/12 16:21
1/19/12 16:25
Clubhouse Active
Clubhouse Active
Clubhouse Active
SCV-3
SCV-2
0.1%
0.1%
0.9%
0.7% ` 1'.
0.4% • ' '.
0.3% 19.5%
80.2%
80.1%
1/19/12 16:29
SCV-1
79.1°Io
80.2%
1/19/12 16:35
Golf Course Parking Lot
SD-31
0.0%
1/19/1216:38
Miscellaneous
Ambient
0.0%
0.2% 19.6%
80.2%
1/19/12 16:55
Leatherman Golf Offsite
P-5
0.0%
0.5% •
80.4%
1/20/12 9:20
Miscellaneous
Ambient
0.0%
0.1% • 1'.
0.1% '.
'.
0.417(, 19.6%
80.9%
80.6%
80.5%
80.0%
1/20/12 9:33
Clubhouse Passive
CHFD-01
0.0%
1/20/12 9:52
1/20/12 10:00
Maintenance Building
Maintenance Building
BP-9
SD-32
0.0%
0.0%
1/20/12 10:38
T vola Rd
Tunnel
0.0%
0.2 19.6%
80.2%
1/20/12 11:36
NE Boundary Active
NE System
1.0%
78.7%
4/20/12 8:34
Miscellaneous
Ambient
0.0%
0.1%
81.5%
4/20/12 8:38
Soccer Light Poles
SLP-03
0.1%
0.3%
: ' '.
81.2%
4/20/12 8:40
Soccer Light Poles
SLP-02
0.0%
0.1%
'.
81.5%
4/20/12 8:43
4/20/12 8:50
4/20/12 8:53
Soccer Light Poles
Soccer Light Poles
Soccer Field 1
SLP-01
SLP-04
SD-10
SLP-05
SD-11
SLP-06
SLP-08
SLP-09
SD-12
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.1%
0.1%
0.1%
0.1%
0.1%
0.1%
0.1%
0.0%
0.0%
'.
'.
'.
'.
'.
'.
'.
'.
81.40Io
81.51/0
81.4%
4/20/12 8:58
4/20/12 9:01
4/20/12 9:04
4/20/12 9:10
4/20/12 9:13
4/20/12 9:21
Soccer Light Poles
Soccer Field 1
Soccer Light Poles
Soccer Light Poles
Soccer Light Poles
Soccer Field 2
81.4%
81.4%
81.4%
81.40Io
81.3%
4/20/12 9:24
Soccer Light Poles
SLP-10
0.0%
0.0%
'.
81.3%
CAR200048 Page 3 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO' OZ Balance
4/20/12 9:27
Soccer Field 2
SD-13
0.0%
0.0% :.'. 81.4%
0.0% '. 81.3%
4/20/12 9:33
Baseball Field Light Poles
BLP-24
0.0%
4/20/12 9:36
Baseball Field Light Poles
BLP-23
0.0%
0.0% :.'. 81.4%
4/20/12 9:39
Baseball Field Scoreboards
BSB-3
0.0%
0.0% •'. 81.40Io
4/20/12 9:43
Baseball Field Light Poles
BLP-22
0.0%
0.0% :.'. 81.4%
4/20/12 9:46
Baseball Field Light Poles
BLP-21
0.0%
0.0% :.'. 81.4%
4/20/12 9:52
Baseball Field Light Poles
BLP-25
0.0%
0.0% '. 81.3%
4/20/12 9:55
Baseball Field Light Poles
BLP-26
0.0%
0.0% '. 81.3%
4/20/12 9:58
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
4/20/12 10:01
Baseball Field 4 Outfield
SD-16
0.0%
0.0% '. 81.3%
4/20/12 10:05
Soccer Light Poles
SLP-07
0.0%
0.0% '. 81.3%
4/20/12 10:09
Baseball Field Light Poles
BLP-27
2.0%
•'. 78.6%
4/20/12 10:18
Baseball Field Light Poles
BLP-28
0.0%
0.1% ::'. 81.1%
4/20/12 10:26
Baseball Field Light Poles
BLP-29
0.0%
0.0% '. 81.3°Io
4/20/12 13:15
Baseball Field Light Poles
BLP-30
0.0%
1 0.1°lo
4/20/12 13:19
Baseball Field Scoreboards
BSB-5
0.0%
0.1% : ' '. 81.5%
4/20/12 13:24
Baseball Field Light Poles
BLP-11
1 '. 72.1%
0.4% ". 81.3%
4/20/12 13:31
Baseball Fields Parking Lot
SD-06
0.4%
4/20/12 13:34
Baseball Fields Parking Lot
SD-05
0.5%
0.4% ". 81.2%
4/20/12 13:45
Baseball Fields Parking Lot
SD-04
0.0%
0.1% .'. 82.3%
4/20/12 13:49
Baseball Fields Parking Lot
SD-03
0.0%
0.0% : 1'. 82.0%
4/20/12 13:52
Baseball Fields Parking Lot
SD-02
0.0%
0.0% '. 81.9%
4/20/12 13:54
Baseball Fields Parking Lot
SD-01
0.0%
0.0% '. 81.8%
4/20/12 14:08
NE Boundary Passive
MP-14
0.0%
0.2% '. 81.5%
4/20/12 14:16
NE Boundary Passive
MP-15
0.0%
0.317c '. 81.3%
1'. '. 81.6%
4/20/12 14:24
NE Boundary Passive
MP-16
0.0%
4/20/12 14:29
NE Boundary Passive
MP-17
3.2%
'. .:'. 76.3%
4/20/12 14:36
NE Boundary Passive
MP-20
4.3%
". • 1'. 73.8%
4/20/12 14:41
NE Boundary Passive
MP-31
MP-32
.'.
'.
0.1%
• '. 1 1'. 5.9%
'. 1 1', 6.5%
1.0% '. 80.4%
4/20/12 14:45
NE Boundary Passive
4/20/12 14:49
NE Boundary Passive
MP-33
4/20/12 14:53
NE Boundary Passive
MP-34
: • '. 30.9%
4/20/12 14:57
NE Boundary Passive
MP-35
0.0%
0.6%
.'. '. 82.2%
4/20/12 15:09
NE Boundary Offsite
S-2
0.0%
4/20/12 15:14
NE Boundary Offsite
S-1
0.0%
4/20/12 15:20
NE Boundary Offsite
BP-8
0.0%
0.9% . '. 82.9%
4/20/12 15:29
NE Boundary Offsite
S-4
0.0%
'. '. 83.0%
". '. 81.7%
'. 11'. 79.1%
4/20/12 15:38
NE Boundary Offsite
BP-7
0.0%
4/20/1215:45
NE Boundary Offsite
BP-6
3.8%
4/20/12 15:50
NE Boundary Offsite
S-5
1.0%
. '' 1'. 81.7%
4/20/12 16:10
NE Boundary Offsite
BP-5
0.0%
:'. . 1'. 81.2%
0.2% 20.9% 79.0%
4/23/12 9:18
Miscellaneous
Ambient
0.0%
4/23/12 9:33
Clubhouse Passive
CHFD-04
0.0%
0.2% 20.7%
79.1 %
4/23/12 9:36
Clubhouse Passive
CHFD-01
0.0%
0.2% 20.7%
79.0%
4/23/12 9:39
Clubhouse Passive
CHFD-02
0.0%
0.1% 20.7%
79.0%
4/23/12 9:41
Clubhouse Passive
CHFD-03
0.0%
0.1% 20.6%
79.0%
4/23/12 9:49
Clubhouse Passive
CHFD-05
0.0%
0.1% 20.8%
79.1 %
4/23/12 9:56
Clubhouse Active
SCV-7
0.0%
0.1% 20.6%
79.2%
4/23/12 10:02
Clubhouse Active
SCV-6
0.2%
0.3% 20.6%
78.6%
4/23/12 10:05
Clubhouse Active
SCV-5
0.2%
0.5% 20.5%
78.6%
4/23/12 10:07
Clubhouse Active
SCV-4
0.4%
0.5% 20.7%
78.3%
4/23/12 10:11
Clubhouse Active
SCV-3
0.0%
0.5% 1 20.6%
78.8%
4/23/12 10:15
Clubhouse Active
SCV-2
0.0%
0.2% 21.0%
78.7%
4/23/12 10:17
Clubhouse Active
SCV-1
0.0%
0.6% 20.6%
78.7%
4/23/12 10:56
Baseball Field 2 Bleachers
SD-29
0.0%
0.2% 21.2%
78.4%
CAR200048 Page 4 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/23/12 11:04
Baseball Field 3 Bleachers
SD-28
0.0%
0.2%
21.3%
78.5%
4/23/12 11:10
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.3%
78.6%
4/23/12 11:11
Baseball Field Light Poles
BLP-08
0.0%
0.1%
21.2%
78.7%
4/23/12 11:15
Baseball Field 3 Bleachers
SD-27
0.0%
0.1%
21.2%
78.4%
4/23/12 11:20
Baseball Field 4 Bleachers
SD-25
0.0%
0.1%
21.4%
78.5%
4/23/12 11:24
Baseball Field Light Poles
BLP-04
0.0%
0.1%
21.4%
78.4%
4/23/12 11:30
Baseball Field Light Poles
BLP-09
0.0%
0.1%
21.3%
78.3%
4/23/12 11:35
Baseball Field 4 Ri htfield
SD-26
0.0%
0.1%
21.4%
78.4%
4/23/12 11:40
Baseball Field 5 Bleachers
SD-22
0.0%
0.2%
21.4%
78.4%
4/23/12 11:41
Baseball Field 4 Bleachers
SD-24
0.0%
0.1%
21.4%
1 78.4%
4/23/12 11:42
Baseball Field Light Poles
BLP-05
0.0%
0.1%
21.3%
78.4%
4/23/12 11:45
Baseball Field Light Poles
BLP-10
0.0%
0.1%
21.6%
78.3%
4/23/12 11:47
Baseball Field 4 Leftfield
SD-23
0.0%
0.1%
21.4%
78.5%
4/23/12 11:51
Baseball Field 5 Bleachers
SD-21
0.0%
0.1%
21.4%
78.5%
4/23/12 11:53
Baseball Field 1 Bleachers
SD-19
0.0%
0.1%
21.2%
78.6%
4/23/12 11:58
Baseball Field Light Poles
BLP-01
0.0%
0.1%
21.2%
78.5%
4/23/12 12:00
Baseball Field 1 Ri htfield
SD-20
0.0%
0.1%
21.2%
78.7%
4/23/12 12:05
Baseball Field Light Poles
BLP-06
0.0%
0.1%
21.1%
78.6%
4/23/12 12:10
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
21.1%
78.6%
4/23/12 12:15
Baseball Field 2 Bleachers
SD-30
0.0%
1 0.1%
21.1%
78.7%
4/23/12 12:20
Baseball Field Light Poles
BLP-02
0.0%
0.1%
21.0%
78.9%
4/23/12 12:23
Baseball Field 1 Leftfield
SD-17
0.0%
0.1%
21.2%
78.7%
4/23/12 12:25
Baseball Field Light Poles
BLP-07
0.0%
0.1%
21.1%
78.7%
4/23/12 12:40
NE Boundary Active
NE System
0.8%
19.5%
77.5%
4/23/12 13:09
Soccer Fields Parking Lot
SD-07
0.0%
0.1%
21.3%
78.6%
4/23/12 13:11
Soccer Fields Parking Lot
SD-08
0.0%
0.1%
1 21.4%
1 78.5%
4/23/12 13:14
Soccer Fields Parking Lot
SD-09
0.0%
0.1%
21.4%
78.4%
4/23/12 14:10
Maintenance Building
BP-9
0.0%
M .'
79.3%
4/23/12 14:12
Maintenance Building
SD-32
0.0%
0.4%
20.8%
78.7%
4/23/12 14:16
T vola Rd
SD-39
0.0%
0.2%
20.9%
78.8%
4/23/12 14:27
HWY 49 Boundary
6
0.0%
1.2%
20.1%
78.8%
4/23/12 14:32
HWY 49 Boundary
7
0.0%
0.6%
20.72
78.7%
4/23/12 14:40
HWY 49 Boundary
5
0.0%
0.3%
1 20.9%
78.7%
4/23/12 14:45
HWY 49 Boundary
4
0.0%
0.1%
21.2%
78.6%
4/23/12 14:46
HWY 49 Boundary
3
0.0%
0.4%
21.2%
78.5%
4/23/12 14:50
HWY 49 Boundary
2
0.0%
0.3%
21.3%
78.3%
4/23/12 14:58
HWY 49 Boundary
22
3.9%
1'.
1
1 19.5%
68.0%
74.4%
4/23/12 15:05
HWY 49 Boundary
11
4/23/12 15:15
HWY 49 Boundary
10
1.9%
1 20.1%
75.3%
4/23/12 15:20
4/23/12 15:25
4/23/12 15:27
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
21
24
23
1 1
1',
'.
. 1'.
'.
58.3%
63.87c
66.5%
4/23/12 15:30
HWY 49 Boundary
25
0.0%
0.5%
21.2%
78.2%
4/23/12 15:32
HWY 49 Boundary
27
0.0%
0.2%
21.3%
78.4%
4/23/12 15:36
HWY 49 Boundary
28
0.0%
.
1.3%
1
20.4%
81.lo/o
78.4%
4/23/12 15:40
HWY 49 Boundary
30
0.0%
4/23/12 15:42
4/23/12 15:51
HWY 49 Boundary
South Tryon St HWY 49
29
SD-36
0.0%
0.0%
-
0.5%
21.1%
81.3%
78.3%
4/23/12 16:00
South Tryon St HWY 49
SD-33
0.0%
0.2%
21.1%
78.6%
4/23/12 16:05
South Tryon St HWY 49
SD-34
0.0%
0.1%
21.1%
78.7%
4/23/12 16:10
South Tryon St HWY 49
SD-35
0.0%
0.1%
21.1%
78.8%
4/23/12 16:12
South Tryon St HWY 49
SD-38
0.0%
0.1%
21.1%
78.8%
4/23/12 16:15
South Tryon St HWY 49
SD-37
0.0%
0.0%
21.1%
78.8%
4/23/12 16:23
Leatherman Golf Offsite
P-5
0.0%
0.3%
20.4%
79.2%
4/23/12 16:28
iLeatherman Golf Offsite
P-3
1 0.0%
1 0.7%
1 20.4%
78.8%
CAR200048 Page 5 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/23/12 16:31
Leatherman Golf Offsite
P-4
0.0%
0.4%
20.8%
78.8%
4/23/12 16:41
Leatherman Golf Offsite
P-2
0.0%
0.2%
20.7%
78.9%
4/23/12 16:49
Leatherman Golf Offsite
P-1
0.0%
0.4%
20.9%
78.8%
4/23/12 16:59
Golf Course Parking Lot
SD-31
0.0%
0.1%
21.2%
78.7%
4/24/12 9:24
HWY 49 Bound
RW-D
RW-C
'.
i Vw.
.'.
1 1=
=
13.0-lo
58.1%
4/24/12 9:27
HWY 49 Bound
4/24/12 9:30
4/24/12 9:44
HWY 49 Boundary
T vola Rd
RW-B
Tunnel
6 '.
0.2%
' i
0.9%
20.7%
11.4%
78.2%
4/24/12 9:47
Miscellaneous
Ambient
0.0%
0.3%
20.8%
78.8%
4/24/12 10:50
Clubhouse Passive
CHFD-02
0.0%
0.2%
20.5%
79.2%
4/24/12 10:53
Clubhouse Passive
CHFD-01
0.0%
0.1%
20.5%
79.2%
4/24/12 11:08
Baseball Field 4 Outfield
SD-15
0.0%
0.1%
20.4%
79.3%
4/24/12 11:21
NE Boundary Offsite
S-3
0.0%
0.1%
20.2%
79.7%
4/24/12 11:25
NE Boundary Offsite
S-6
0.0%
0.6%
19.6%
79.7%
4/24/12 11:30
4/24/12 11:38
4/24/12 11:41
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-7
BP-1
BP-2
0.0%
0.0%
.
1.1 °Ia
19.9%
73.3%
78.7%
78.9%
4/24/12 11:44
NE Boundary Offsite
BP-3
0.0%
.'
'.
78.7%
4/24/12 12:05
7/30/12 8:10
NE Boundary Offsite
Soccer Fields Parking Lot
BP-4
SD-08
0.0%
0.0%
0.0%
20.6%
78.5%
79.3%
7/30/12 8:16
Soccer Fields Parking Lot
SD-09
0.1%
0.0%
20.8%
79.6%
7/30/12 8:18
Soccer Light Poles
SLP-01
0.0%
0.0%
20.2%
79.6%
7/30/12 8:20
Soccer Light Poles
SLP-02
0.0%
0.0%
20.1%
79.6%
7/30/12 8:24
Soccer Light Poles
SLP-03
0.0%
0.0%
20.3%
79.6%
7/30/12 8:27
Soccer Light Poles
SLP-07
0.0%
0.0%
20.2%
79.7%
7/30/12 8:28
Soccer Light Poles
SLP-06
0.0%
0.0%
20.2%
79.6%
7/30/12 8:31
Soccer Light Poles
SLP-05
0.0%
0.0%
20.1%
79.7%
7/30/12 8:33
Soccer Light Poles
SLP-04
0.0%
0.0%
20.1%
79.7%
7/30/12 8:37
Soccer Light Poles
SLP-08
0.0%
0.0%
20.2%
79.7%
7/30/12 8:40
Soccer Field 1
SD-11
0.0%
0.0%
20.1%
79.7%
7/30/12 8:44
Soccer Field 1
SD-10
0.0%
0.0%
20.1%
79.7%
7/30/12 8:48
Soccer Field 2
SD-13
0.0%
0.0%
20.1%
79.7%
7/30/12 8:53
Soccer Light Poles
SLP-09
0.0%
0.0%
20.2%
79.8%
7/30/12 8:54
Soccer Light Poles
SLP-10
0.0%
0.0%
20.2%
79.7%
7/30/12 8:55
Soccer Field 2
SD-12
0.0%
0.0%
20.1%
79.8%
7/30/12 9:03
Baseball Field Light Poles
BLP-26
0.0%
0.0%
20.2%
79.7%
7/30/12 9:05
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
29.2%
79.8%
7/30/12 9:07
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
20.2%
79.7%
7/30/12 9:09
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.3%
79.6%
7/30/12 9:11
Baseball Field Light Poles
BLP-25
0.0%
0.0%
20.3%
79.6%
7/30/12 9:16
Baseball Field Light Poles
BLP-24
0.0%
0.0%
20.3%
79.7%
7/30/12 9:18
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.3%
79.7%
7/30/12 9:20
Baseball Field Light Poles
BLP-23
0.0%
0.0%
20.2%
79.7%
7/30/12 9:22
Baseball Field Scoreboards
BSB-3
0.0%
0.0%
20.3%
79.7%
7/30/12 9:24
Baseball Field Light Poles
BLP-22
0.0%
0.0%
20.3%
79.6%
7/30/12 9:25
Baseball Field Light Poles
BLP-21
0.0%
0.0%
20.3%
79.6%
7/30/12 9:28
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
20.3%
79.6%
7/30/12 9:31
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
20.4%
79.6%
7/30/12 9:34
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
20.4%
79.7%
7/30/12 9:36
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
20.3%
79.6%
7/30/12 9:40
Baseball Field Light Poles
BLP-08
0.0%
0.0%
20.3%
79.6%
7/30/12 9:42
Baseball Field Light Poles
BLP-03
0.0%
0.0%
20.3%
79.6%
7/30/12 9:44
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.3%
79.7%
7/30/12 9:46
Baseball Field 2 Bleachers
SD-29
0.0%
1 0.0%
1 20.3%
79.5%
7/30/12 9:48
Baseball Field 2 Bleachers
SD-30
0.0%
1 0.0%
1 20.3%
79.7%
CAR200048 Page 6 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/30/12 9:50
Baseball Field Light Poles
BLP-02
0.0%
0.0%
20.5%
79.6%
7/30/12 9:52
Baseball Field Light Poles
BLP-07
0.0%
0.0%
20.3%
79.4%
7/30/12 9:54
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
20.3%
79.6%
7/30/12 9:56
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
20.3%
79.6%
7/30/12 9:58
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
20.4%
79.6%
7/30/12 10:00
Baseball Field Light Poles
BLP-01
0.0%
0.0%
20.4%
79.5%
7/30/12 10:02
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
20.3%
79.6%
7/30/12 10:04
Baseball Field Light Poles
BLP-06
0.0%
0.0%
20.4%
79.6%
7/30/12 10:08
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
20.2%
79.6%
7/30/12 10:10
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
20.4%
79.6%
7/30/12 10:12
Baseball Field Light Poles
BLP-05
0.0%
0.0%
20.4%
79.6%
7/30/12 10:15
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
20.3%
79.6%
7/30/12 10:17
Baseball Field Light Poles
BLP-10
0.0%
0.0%
20.3%
79.6%
7/30/12 10:19
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
20.4%
79.5%
7/30/12 10:43
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
20.5%
1 79.4%
7/30/12 10:45
Baseball Field Light Poles
BLP-04
0.0%
0.0%
20.5%
79.5%
7/30/12 10:46
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
20.5%
79.5%
7/30/12 10:48
Baseball Field Light Poles
BLP-09
0.0%
0.0%
20.4%
79.5%
7/30/12 10:50
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
20.5%
79.5%
7/30/12 10:56
Baseball Field Light Poles
BLP-18
0.0%
1 0.0%
20.4%
79.5%
7/30/12 10:58
Baseball Field Light Poles
BLP-17
0.0%
0.0%
20.4%
79.7%
7/30/12 11:00
Baseball Field Light Poles
BLP-16
0.0%
0.0%
20.5%
79.5%
7/30/12 11:02
Baseball Field Light Poles
BLP-15
0.0%
0.0%
20.5%
79.5%
7/30/12 11:03
Baseball Field Scoreboards
BSB-1
0.0%
0.0%
20.5%
79.5%
7/30/12 11:05
Baseball Field Light Poles
BLP-14
0.0%
0.0%
20.4%
79.5%
7/30/12 11:07
Baseball Field Light Poles
BLP-13
0.0%
0.0%
1 20.4%
79.5%
7/30/12 11:10
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
20.4%
79.6%
7/30/12 11:11
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
20.4%
79.5%
7/30/12 11:13
Baseball Field Light Poles
BLP-12
0.0%
79.1%
7/30/12 11:15
Baseball Field Light Poles
BLP-11
0.0%
0.0%
20.2%
79.9%
7/30/12 11:17
Baseball Field Scoreboards
BSB-5
0.0%
0.0%
20.4%
79.5%
7/30/12 11:18
Baseball Field Light Poles
BLP-30
0.0%
0.0%
20.3%
79.7%
7/30/12 11:20
Baseball Field Light Poles
BLP-29
0.0%
0.0%
20.5%
79.5%
7/30/12 11:22
Baseball Field Light Poles
BLP-28
0.0%
0.0%
20.1 %
79.6%
7/30/12 11:25
Baseball Field Light Poles
BLP-27
0.0%
0.0%
20.3%
79.6%
7/30/12 13:17
South Tryon St HWY 49
SD-33
0.0%
0.0%
20.5%
79.5%
7/30/12 13:19
South Tryon St HWY 49
SD-34
0.0%
0.0%
20.5%
79.5%
7/30/12 13:20
South Tryon St HWY 49
SD-35
0.0%
0.0%
20.5%
79.5%
7/30/12 13:22
South Tryon St HWY 49
SD-36
0.0%
0.0%
20.5%
79.5%
7/30/12 13:25
HWY 49 Boundary
28
0.0%
0.1%
20.2%
79.6%
7/30/12 13:28
HWY 49 Boundary
30
1 0.0%
0.0%
20.2%
1 79.7%
7/30/12 13:37
HWY 49 Boundary
27
0.6%
' l ',
79.6%
7/30/12 13:40
13:42
HWY 49 Bound
HWY 49 Bound
RW-B
RW-C
tO.4
0.2010
1'.
' '.
71.77/30/12
79.3%
7/30/12 14:15
Golf Course Parkin Lot
SD-31
0.0%
20.6%
79.4%
7/30/12 14:21
Clubhouse Passive
CHFD-04
0.0%
20.6%
79.3%
7/30/12 14:23
Clubhouse Passive
CHFD-01
0.0%
0.0%
20.6%
79.3%
7/30/12 14:25
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.5%
79.5%
7/30/12 14:27
Clubhouse Passive
CHFD-03
0.0%
0.0%
20.4%
79.5%
7/30/12 14:29
Clubhouse Passive
CHFD-05
0.0%
0.0%
20.5%
79.5%
7/30/12 14:30
Clubhouse Active
SCV-6
0.0%
0.0%
20.5%
79.5%
7/30/12 14:31
Clubhouse Active
SCV-1
0.0%
0.0%
20.4%
79.6%
7/30/12 14:32
Clubhouse Active
SCV-2
0.0%
1 0.0%
20.5%
79.5%
7/30/12 14:33
Clubhouse Active
SCV-4
0.0%
0.0%
20.5%
79.5%
7/30/12 14:35
1 Clubhouse Active
SCV-5
0.0%
0.0%
20.5%
79.5%
CAR200048 Page 7 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/30/12 14:42
Clubhouse Active
SCV-7
0.0%
0.0%
20.5%
79.5%
7/30/12 14:45
Clubhouse Active
SCV-3
0.0%
0.0%
20.5%
79.5%
7/31/12 0:00
NE Boundary Offsite
S-1
0.0%
0.1%
20.1%
79.6%
7/31/12 8:13
NE Boundary Passive
MP-14
0.0%
0.0%
20.4%
79.4%
7/31/12 8:19
NE Boundary Passive
MP-15
0.0%
0.1%
20.4%
79.4%
7/31/12 8:27
NE Boundary Passive
MP-16
0.0%
0.1%
20.4%
79.4%
7/31/12 8:31
NE Boundary Passive
MP-17
0.0%
0.1%
20.4%
79.4%
7/31/12 8:42
NE Boundary Passive
MP-35
0.0%
0.0%
20.5%
79.4%
7/31/12 8:48
NE Boundary Passive
MP-34
0.0%
0.0%
20.5%
79.4%
7/31/12 8:50
NE Boundary Passive
MP-33
0.0%
0.0%
1 20.6%
1 79.4%
7/31/12 8:53
7/31/12 8:58
7/31/12 9:02
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
MP-32
MP-20
MP-31
4.2%
JFSM
".
'.
1 '.
1
'.
1 1'.
0.0%
76.0%
0.4%
7/31/12 9:09
NE Boundary Offsite
S-1
0.0%
0.1%
1 20.1%
79.6%
7/31/12 9:16
7/31/12 9:20
NE Boundary Offsite
NE Boundary Offsite
BP-8
S-4
0.0%
0.0%
0.1%
: 1'.
20.2%
79.5%
79.5%
7/31/12 9:32
NE Boundary Offsite
BP-1
0.0%
0.2%
1 19.8%
78.5%
79.8%
7/31/12 9:53
NE Boundary Offsite
S-7
0.0%
7/31/12 9:56
NE Boundary Offsite
S-6
0.0%
0.3%
19.7%
79.9%
7/31/12 10:07
NE Boundary Offsite
S-5
0.0%
0.4%
19.9%
79.7%
7/31/12 10:12
NE Boundary Offsite
BP-5
0.0%
79.2%
7/31/12 10:39
NE Boundary Active
NE System
0.0%
0.3%
20.1%
79.4%
7/31/12 10:47
NE Boundary Offsite
S-7
0.0%
0.0%
20.4%
79.5%
7/31/12 10:54
Maintenance Building
SD-32
0.0%
0.0%
20.4%
79.5%
7/31/12 13:28
HWY 49 Boundary
29
0.0%
0.0%
1 20.2%
1 79.7%
7/31/12 14:24
Leatherman Golf Offsite
P-1
0.0%
79.6%
7/31/12 14:27
Leatherman Golf Offsite
P-2
0.0%
0.0%
20.3%
79.5%
7/31/12 14:37
Leatherman Golf Offsite
P-3
0.0%
0.3%
19.9%
79.7%
7/31/12 14:40
Leatherman Golf (Offsite)
P-4
0.5%
0.0%
20.2%
79.7%
79.6%
7/31/12 14:42
Clubhouse Passive
CHFD-01
0.1%
7/31/12 14:43
Clubhouse Passive
CHFD-02
0.1%
0.0%
20.2%
79.6%
7/31/12 14:56
HWY 49 Boundary
25
0.0%
0.1%
20.4%
79.5%
7/31/12 15:03
HWY 49 Bound
RW-D
RW-C
12
'.
ZIOM
0.0%
1 '.
AD '.
0.1%
20.4%
27.617c
10.4%
79.5%
7/31/12 15:04
HWY 49 Bound
7/31/12 15:06
HWY 49 Boundary
7/31/12 15:09
HWY 49 Boundary
24
0.0%
0.0%
20.2%
79.7%
7/31/12 15:12
HWY 49 Boundary
23
0.0%
0.0%
20.4%
79,5%
7/31/12 15:15
HWY 49 Boundary
22
:'.
69.5%
7/31/12 15:20
7/31/12 15:32
HWY 49 Boundary
HWY 49 Boundary
21
11
0.0%
. 1'.
0.4%
20.2%
67.5%
79.2%
7/31/12 15:35
HWY 49 Boundary
10
0.9%
0.1%
20.3%
79.4%
7/31/12 15:47
HWY 49 Boundary
6
0.0%
0.1%
20.3%
79.4%
7/31/12 15:49
HWY 49 Boundary
5
0.0%
0.2%
20.4%
79.4%
7/31/12 15:52
HWY 49 Boundary
7
0.0%
0.0%
20.2%
7/31/12 16:00
South Tryon St HWY 49
SD-38
0.0%
0.0%
20.6%
79.3%
7/31/12 16:01
South Tryon St HWY 49
SD-37
0.0%
0.0%
20.6%
79.3%
7/31/12 16:02
HWY 49 Boundary
4
0.0%
0.2%
20.3%
79.3%
7/31/12 16:04
HWY 49 Boundary
3
0.0%
0.2%
20.4%
79.3%
7/31/12 16:10
HWY 49 Boundary
2
0.0%
1 0.1%
1 20.5%
1 79.3%
7/31/12 16:30
T vola Rd
SD-39
0.0%
0.0%
20.7%
79.3%
8/2/12 0:00
Maintenance Building
BP-9
0.0%
82.2%
8/2/12 0:00
Leatherman Golf Offsite
P-5
0.0%
0.80,
80.5%
8/2/12 10:57
NE Bound Offsite
S-3
0.0%
0.0%
20.3%
79.6%
8/2/12 11:17
NE Bound Offsite
BP-2
0.0%
79.1%
8/2/12 11:30
NE Bound Offsite
BP-3
0.0%
1.0%
79.1%
CAR200048 Page 8 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
8/2/12 11:40
NE Bound Offsite
BP-4
0.0%
0.0%
'.
20.1%
79.1%
8/2/12 11:44
NE Bound Offsite
BP-6
0.0%
79.4%
79.9%
8/2/12 12:09
NE Bound Active
NE System
0.0%
8/2/12 12:32
Clubhouse Active
CH S stem
0.1%
0.0%
20.2%
79.9%
8/2/12 12:37
T vola Rd
Tunnel
0.0%
0.0%
20.3%
79.6%
10/25/12 8:02
Soccer Light Poles
SLP-01
0.0%
0.0%
20.6%
79.3%
10/25/12 8:05
Soccer Light Poles
SLP-04
0.0%
0.0%
20.7%
79.1 %
10/25/12 8:09
Soccer Light Poles
SLP-05
0.1%
0.0%
20.7%
79.0%
10/25/12 8:13
Soccer Field 1
SD-10
0.8%
0.1%
20.7%
78.8%
10/25/12 8:15
Soccer Light Poles
SLP-06
0.1%
0.0%
20.8%
78.9%
10/25/12 8:17
Soccer Light Poles
SLP-07
0.1%
0.0%
20.9%
78.8%
10/25/12 8:20
Soccer Light Poles
SLP-08
0.1%
0.0%
20.9%
78.8%
10/25/12 8:26
Soccer Light Poles
SLP-09
0.2%
0.0%
21.0%
78.7%
10/25/12 8:28
Soccer Field 2
SD-12
0.1%
0.1%
21.0%
78.7%
10/25/12 8:30
Soccer Light Poles
SLP-10
0.2%
0.0%
21.1%
78.7%
10/25/12 8:34
Baseball Field Light Poles
BLP-30
0.1%
0.0%
21.1%
78.7%
10/25/12 8:36
Baseball Field Light Poles
BLP-29
0.1%
0.0%
21.0%
78.7%
10/25/12 8:38
Baseball Field Light Poles
BLP-28
0.1%
0.0%
21.1%
78.7%
10/25/12 8:41
Baseball Field Light Poles
BLP-27
0.1%
0.0%
21.1%
78.7%
10/25/12 8:51
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
21.2%
78.6%
10/25/12 8:55
Baseball Field 4 Outfield
SD-16
0.1%
0.0%
21.1%
78.6%
10/25/12 8:56
Baseball Field Light Poles
BLP-26
0.1%
0.0%
21.1%
78.7%
10/25/12 8:58
Baseball Field 4 Outfield
SD-15
0.1%
0.1%
21.1%
78.7%
10/25/12 9:00
Baseball Field Light Poles
BLP-25
0.1%
0.1%
21.0%
78.7%
10/25/12 9:05
Baseball Field Light Poles
BLP-24
0.1%
0.0%
21.0%
78.8%
10/25/12 9:07
Baseball Field Light Poles
BLP-23
0.1%
0.0%
21.9%
78.8%
10/25/12 9:10
Baseball Field Scoreboards
BSB-3
0.1%
0.0%
20.9%
78.8%
10/25/12 9:12
Baseball Field Light Poles
BLP-22
0.1%
0.0%
20.9%
78.8%
10/25/12 9:13
Baseball Field Light Poles
BLP-21
0.1%
0.1%
20.9%
78.9%
10/25/12 9:18
Baseball Fields Parking Lot
SD-04
0.1%
0.0%
20.9%
78.9%
10/25/12 9:20
Baseball Fields Parking Lot
SD-03
0.1%
0.0%
20.9%
78.9%
10/25/12 9:21
Baseball Fields Parking Lot
SD-02
0.1%
0.0%
20.9%
78.9%
10/25/12 9:23
Baseball Fields Parking Lot
SD-01
0.1%
0.0%
20.9%
78.8%
10/25/12 9:29
Baseball Field Light Poles
BLP-08
0.1%
0.0%
20.8%
78.9%
10/25/12 9:30
Baseball Field Light Poles
BLP-03
0.1%
0.0%
20.8%
79.0%
10/25/12 9:32
Baseball Field 3 Bleachers
SD-28
0.1%
0.0%
20.8%
78.9%
10/25/12 9:34
Baseball Field 3 Bleachers
SD-27
0.2%
0.0%
20.8%
78.9%
10/25/12 9:35
Baseball Field Light Poles
BLP-04
0.1%
0.0%
20.8%
78.9%
10/25/12 9:37
Baseball Field Light Poles
BLP-09
0.2%
0.0%
20.8%
78.9%
10/25/12 9:40
Baseball Field 4 Ri htfield
SD-26
0.1%
0.0%
20.8%
78.9%
10/25/12 9:41
Baseball Field 4 Bleachers
SD-25
0.1%
0.0%
20.8%
79.0%
10/25/12 9:42
Baseball Field 4 Bleachers
SD-24
0.1%
0.0%
20.8%
78.9%
10/25/12 9:43
Baseball Field Light Poles
BLP-05
0.1%
0.0%
20.9%
78.9%
10/25/12 9:45
Baseball Field 4 Leftfield
SD-23
0.1%
0.0%
20.9%
78.8%
10/25/12 9:47
Baseball Field Light Poles
BLP-10
0.3%
0.1%
20.8%
78.7%
10/25/12 9:50
Baseball Field 5 Bleachers
SD-22
0.1%
0.0%
20.9%
78.9%
10/25/12 9:51
Baseball Field 5 Bleachers
SD-21
0.1%
0.0%
20.9%
78.8%
10/25/12 9:52
Baseball Field Light Poles
BLP-01
0.2%
0.0%
20.9%
78.8%
10/25/12 9:53
Baseball Field Light Poles
BLP-06
0.2%
0.0%
21.0%
78.8%
10/25/12 9:56
Baseball Field 1 Bleachers
SD-19
0.1%
0.0%
20.9%
78.9%
10/25/12 9:59
Baseball Field 1 Bleachers
SD-18
0.1%
0.0%
20.9%
78.9%
10/25/12 10:01
Baseball Field 1 Ri htfield
SD-20
0.1%
0.0%
20.9%
78.9%
10/25/12 10:03
Baseball Field Light Poles
BLP-07
0.1%
1 0.0%
20.9%
78.9%
10/25/12 10:05
Baseball Field 1 Leftfield
SD-17
0.1%
0.0%
20.9%
78.9%
10/25/12 10:07
1 Baseball Field Light Poles
BLP-02
0.0%
0.0%
1 20.9%
78.9%
CAR200048 Page 9 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/25/12 10:10
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
20.9%
78.9%
10/25/12 10:12
Baseball Field 2 Bleachers
SD-29
0.1%
0.0%
20.9%
78.9%
10/25/12 10:17
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
20.8%
79.1%
10/25/1210:19
Baseball Fields Parking Lot
SD-06
0.1%
0.1%
20.8%
79.0%
10/25/12 10:22
Baseball Field Light Poles
BLP-11
0.0%
0.0%
20.8%
79.1%
10/25/12 10:25
Soccer Light Poles
SLP-03
0.0%
0.0%
20.8%
79.0%
10/25/12 10:28
Baseball Field Scoreboards
BSB-5
0.0%
0.0%
20.8%
79.1%
10/25/12 10:30
Soccer Fields Parking Lot
SD-07
0.1%
0.0%
20.7%
78.9%
10/25/12 10:34
Soccer Light Poles
SLP-02
0.2%
0.0%
20.8%
79.0%
10/25/12 10:37
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
1 20.8%
78.9%
10/25/12 10:40
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
20.9%
78.9%
10/25/12 10:51
NE Boundary Passive
MP-15
0.0%
0.0%
20.9%
79.1%
10/25/12 10:55
NE Boundary Passive
MP-14
0.1%
0.1%
20.6%
79.0%
10/25/12 11:00
NE Boundary Passive
MP-16
0.0%
0.2%
20.6%
79.1%
10/25/1211:04
NE Boundary Passive
MP-17
0.0%
0.0%
20.8%
79.1%
10/25/12 11:08
NE Boundary Active
SU-03R
0.0%
0.0%
20.8%
79.0%
10/25/12 11:21
NE Boundary Active
SU-05
0.0%
0.0%
20.8%
79.1%
10/25/12 11:30
NE Boundary Active
SU-07
0.0%
0.0%
20.9%
79.0%
10/25/1211:38
NE Boundary Active
SU-02
0.0%
0.0%
20.9%
79.1%
10/25/12 11:48
NE Boundary Active
SU-08
0.0%
0.0%
20.9%
1 79.1%
10/25/12 12:10
NE Boundary Active
NE System
0.0%
0.0%
1 20.6%
79.3%
10/25/12 12:14
NE Boundary Passive
MP-35
0.0%
0.0%
20.8%
79.2%
10/25/12 12:18
NE Boundary Passive
MP-34
0.0%
0.0%
20.7%
79.2%
10/25/12 12:20
NE Boundary Passive
MP-32
0.0%
10/25/12 12:24
NE Boundary Passive
MP-33
0.2%
0.1%
20.8%
79.0%
10/25/12 12:26
NE Boundary Passive
MP-31
MP-20
S-1
S-2
0.1%
0.0%
1.0%
0.7%
20.1%
0.0%
59.7%
80.0%
79.2%
10/25/12 12:30
10/25/12 12:56
10/25/12 13:00
NE Boundary Passive
NE Boundary Offsite
NE Boundary Offsite
10/25/12 13:03
NE Boundary Offsite
S-3
0.0%
0.0%
20.8%
79.2%
10/25/12 13:08
NE Boundary Offsite
S-7
0.0%
0.0%
20.7%
79.3%
10/25/12 13:10
NE Boundary Offsite
BP-1
0.0%
0.0%
20.7%
79.3%
10/25/12 13:17
NE Boundary Offsite
BP-2
0.0%
0.0%
20.7%
79.3%
10/25/12 13:25
NE Boundary Offsite
BP-3
0.0%
0.0%
20.7%
79.3%
10/25/12 13:35
NE Boundary Offsite
BP-4
0.0%
0.0%
20.8%
79.3%
10/25/1214:26
NE Boundary Offsite
S-5
0.0%
0.1%
20.7%
79.1%
10/25/12 14:30
NE Boundary Offsite
BP-6
0.0%
0.0%
20.7%
79.1%
10/25/12 14:35
NE Boundary Offsite
BP-5
0.0%
0.0%
20.7%
79.1%
10/25/1214:45
NE Boundary Offsite
S-4
0.0%
0.0%
20.7%
79.1%
10/25/1215:04
Maintenance Building
BP-9
0.1%
0.1%
20.4%
79.3%
10/25/12 15:31
T vola Rd
SD-39
0.0%
1 0.0%
20.3%
79.5%
10/25/12 15:35
Leatherman Golf Offsite
P-1
0.1%
0.0%
20.3%
79.5%
10/25/12 15:40
Leatherman Golf Offsite
P-2
0.1%
0.0%
20.3%
79.5%
10/25/12 15:45
Leatherman Golf Offsite
P-3
0.1%
0.0%
20.4%
79.5%
10/25/12 15:55
10/25/12 16:00
Leatherman Golf Offsite
Leatherman Golf Offsite
P-4
P-5
'.
0.2%
1 :M
M
77.5%
79.8%
10/25/12 16:07
South Tryon St JfWY 49
SD-33
0.0%
0.0%
20.2%
79.8%
10/25/12 16:10
South Tryon St HWY 49
SD-34
0.0%
0.0%
20.2%
79.7%
10/25/12 16:15
South Tryon St HWY 49
SD-35
0.0%
0.0%
20.3%
79.7%
10/25/12 16:16
South Tryon St HWY 49
SD-36
0.0%
0.0%
20.2%
79.7%
10/25/12 16:20
HWY 49 Boundary
29
0.0%
0.0%
1 20.2%
1 79.7%
10/25/12 16:23
HWY 49 Boundary
28
0.0%
0.0%
20.3%
79.7%
10/25/12 16:24
HWY 49 Bound
27
RW-B
1.0%
1.0%
: '.
',
79.2%
10.2°Io
10/25/12 16:28
HWY 49 Bound
1 '.
10/25/12 16:30
HWY 49 Bound
RW-C
'.
.'
17.4%
CAR200048 Page 10 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
10/25/12 16:35
HWY 49 Bound
RW-D
SD-37
' �
0.0%
'.
0.0%
20.4%
9.8%
79.5%
10/25/12 16:36
South Tryon St HWY 49
10/25/12 16:40
HWY 49 Boundary
24
0.0%
0.0%
20.5%
79.4%
10/25/12 16:43
HWY 49 Boundary
23
0.0%
0.0%
20.5%
79.4%
10/25/12 16:46
South Tryon St HWY 49
SD-38
0.0%
0.0%
20.6%
79.3%
10/25/12 16:50
HWY 49 Boundary
22
0.0%
0.0%
20.6%
79.3%
10/25/12 16:52
HWY 49 Boundary
21
0.2%
0.1%
20.6%
79.0%
10/25/12 16:57
HWY 49 Boundary
10
0.0%
0.0%
20.7%
79.2%
10/25/12 16:57
HWY 49 Boundary
11
0.1%
0.0%
20.7%
79.1%
10/25/12 16:59
HWY 49 Boundary
7
0.0%
0.0%
20.7%
79.2%
10/25/12 17:00
HWY 49 Boundary
6
0.0%
0.0%
20.7%
79.2%
10/25/12 17:05
HWY 49 Boundary
5
0.0%
0.0%
20.7%
79.2%
10/25/12 17:10
HWY 49 Boundary
4
0.0%
0.0%
20.7%
79.2%
10/25/12 17:15
HWY 49 Boundary
3
0.0%
0.0%
20.8%
79.1%
10/25/12 17:20
HWY 49 Boundary
2
0.0%
1 0.0%
20.8%
79.1%
10/26/12 0:00
Golf Course Parking Lot
SD-31
0.0%
0.1%
20.1%
79.1%
10/26/12 9:56
Clubhouse Active
SCV-7
0.0%
0.0%
20.6%
79.3%
10/26/12 10:00
Clubhouse Active
SCV-6
0.0%
0.0%
20.6%
79.3%
10/26/12 10:04
Clubhouse Active
SCV-5
0.0%
0.0%
20.6%
79.2%
10/26/12 10:08
Clubhouse Active
SCV-4
0.0%
0.0%
20.7%
79.2%
10/26/12 10:10
Clubhouse Active
SCV-1
0.0%
0.0%
20.7%
79.2%
10/26/12 10:12
Clubhouse Active
SCV-2
0.0%
0.0%
20.7%
79.2%
10/26/12 10:14
Clubhouse Active
SCV-3
0.0%
0.0%
20.7%
79.2%
10/26/12 10:15
Clubhouse Passive
CHFD-04
0.1%
0.0%
20.6%
79.3%
10/26/12 10:17
Clubhouse Passive
CHFD-01
0.0%
0.0%
20.6%
79.3%
10/26/12 10:19
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.5%
79.2%
10/26/12 10:21
Clubhouse Passive
CHFD-03
0.1%
0.0%
20.6%
79.1%
10/26/12 10:30
Clubhouse Passive
CHFD-05
0.0%
0.0%
20.7%
79.1%
10/26/12 10:35
T vola Rd
Tunnel
0.0%
0.0%
20.7%
79.1%
10/26/12 10:45
Leatherman Golf Offsite
LGFD-01
0.0%
0.0%
20.7%
79.1%
10/26/12 10:47
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
1 20.9%
1 79.0%
11/2/12 13:06
NE Boundary Offsite
NE Boundary Offsite
BP-5
0.0%
0.0%
0.4%
1 20.3%
78.6%
11/2/12 13:30
S-4
1 79.2%
11/2/1214:16
1/9/13 8:09
NE Boundary Offsite
Soccer Light Poles
BP-8
SLP-01
0.0%
0.0%
JIGM'
0.0%
:'.
20.4%
79.7%
79.4%
1/9/13 8:11
Soccer Light Poles
SLP-02
0.2%
0.0%
20.5%
79.3%
1/9/13 8:14
Soccer Light Poles
SLP-03
0.0%
0.0%
20.5%
79.4%
1/9/13 8:20
Soccer Light Poles
SLP-07
0.1%
0.0%
20.6%
79.3%
1/9/13 8:22
Soccer Light Poles
SLP-06
0.1%
0.0%
20.5%
79.4%
1/9/13 8:26
Soccer Field 1
SD-11
0.0%
0.0%
20.6%
79.2%
1/9/13 8:28
Soccer Light Poles
SLP-05
0.1%
0.0%
20.6%
79.3%
1/9/13 8:33
Soccer Field 1
SD-10
0.8%
0.1%
20.5%
79.3%
1/9/13 8:36
Soccer Light Poles
SLP-04
0.0%
0.0%
20.6%
79.7%
1/9/13 8:40
Soccer Light Poles
SLP-08
0.1%
0.1%
20.6%
79.3%
1/9/13 8:44
Soccer Field 2
SD-13
0.0%
0.0%
20.7%
79.3%
1/9/13 8:47
Soccer Light Poles
SLP-09
0.2%
0.0%
20.7%
79.2%
1/9/13 8:51
Soccer Field 2
SD-12
0.1%
0.1%
20.6%
79.3%
1/9/13 8:55
Soccer Light Poles
SLP-10
0.2%
0.0%
20.6%
79.3%
1/9/13 9:11
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
20.52
79.4%
1/9/13 9:14
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
20.6%
79.4%
1/9/13 9:17
Soccer Fields Parking Lot
SD-07
0.1%
0.0%
20.4%
79.4%
1/9/13 9:20
Baseball Field Light Poles
BLP-27
0.1%
0.0%
20.5%
79.4%
1/9/13 9:23
Baseball Field Light Poles
BLP-28
0.1%
0.0%
20.4%
79.5%
1/9/13 9:26
Baseball Field Light Poles
BLP-29
0.1%
1 0.0%
20.3%
1 79.6%
1/9/13 9:29
1 Baseball Field Light Poles
BLP-30
1 0.1%
1 0.0%
1 20.3%
1 79.6%
CAR200048 Page 11 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/9/13 9:32
Baseball Field Scoreboards
BSB-5
0.0%
0.0%
20.4%
79.5%
1/9/13 9:35
Baseball Field Light Poles
BLP-11
$ f'
65.5%
1/9/13 9:45
Baseball Field Light Poles
BLP-12
0.0%
0.0%
20.6%
79.5%
1/9/13 9:47
Baseball Fields Parking Lot
SD-06
0.1%
0.1%
20.5%
79.4%
1/9/13 9:50
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
20.5%
79.4%
1/9/13 9:57
Baseball Field Light Poles
BLP-06
0.2%
0.0%
20.5%
79.4%
1/9/13 10:01
Baseball Field Light Poles
BLP-01
0.2%
0.0%
20.4%
79.6%
1/9/13 10:03
Baseball Field 5 Bleachers
SD-21
0.1%
0.0%
20.5%
79.3%
1/9/13 10:06
Baseball Field 1 Ri htfield
SD-20
0.1%
0.0%
20.4%
79.3%
1/9/13 10:09
Baseball Field 1 Bleachers
SD-19
0.1%
0.0%
20.6%
79.3%
1/9/13 10:12
Baseball Field 1 Bleachers
SD-18
0.1%
0.0%
20.6%
79.3%
1/9/13 10:16
Baseball Field Light Poles
BLP-02
0.0%
0.0%
20.6%
79.4%
1/9/13 10:19
Baseball Field 1 Leftfield
SD-17
0.1%
0.0%
20.6%
79.4%
1/9/13 10:21
Baseball Field Light Poles
BLP-07
0.1%
0.0%
20.6%
79.3%
1/9/13 10:24
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
20.7%
79.3%
1/9/13 10:27
Baseball Field 2 Bleachers
SD-29
0.1%
0.0%
20.6%
79.3%
1/9/13 10:32
Baseball Field Light Poles
BLP-08
0.1%
0.0%
20.7%
79.2%
1/9/13 10:34
Baseball Field Light Poles
BLP-30
0.1%
0.0%
20.6%
79.4%
1/9/13 10:37
Baseball Field 3 Bleachers
SD-28
0.1%
0.0%
20.6%
79.2%
1/9/13 10:40
Baseball Field 3 Bleachers
SD-27
0.2%
0.0%
20.6%
79.2%
1/9/13 10:42
Baseball Field Light Poles
BLP-04
0.1%
0.0%
20.7%
79.3%
1/9/13 10:45
Baseball Field 4 Bleachers
SD-25
0.1%
0.0%
20.7%
79.3%
1/9/13 10:51
Baseball Field 4 Bleachers
SD-24
0.1%
0.0%
20.7%
79.3%
1/9/13 10:56
Baseball Field Light Poles
BLP-09
0.2%
0.0%
20.7%
79.3%
1/9/13 11:03
Baseball Field 4 Ri htfield
SD-26
0.1%
0.0%
20.7%
79.3%
1/9/13 11:10
Baseball Field Light Poles
BLP-05
0.1%
0.0%
20.7%
79.3%
1/9/13 11:15
Baseball Field 5 Bleachers
SD-22
0.1%
0.0%
20.6%
79.3%
1/9/13 11:18
Baseball Field Light Poles
BLP-10
0.3%
0.1%
20.6%
79.4%
1/9/13 11:20
Baseball Field 4 Leftfield
SD-23
0.1%
0.0%
20.6%
79.5%
1/9/13 11:59
Baseball Fields Parking Lot
SD-01
0.1%
0.0%
20.6%
79.4%
1/9/13 12:01
Baseball Fields Parking Lot
SD-02
0.1%
0.0%
20.6%
79.3%
1/9/13 12:03
Baseball Fields Parking Lot
SD-03
0.1%
0.0%
20.6%
79.4%
1/9/13 12:06
Baseball Fields Parking Lot
SD-04
0.1%
0.0%
20.6%
79.4%
1/9/13 12:16
Baseball Field Light Poles
BLP-21
0.1%
0.1%
20.5%
79.5%
1/9/13 12:18
Baseball Field Light Poles
BLP-22
0.1%
1 0.0%
20.5%
79.3%
1/9/13 12:20
Baseball Field Scoreboards
BSB-3
0.1%
0.0%
20.5%
79.4%
1/9/13 12:22
Baseball Field Light Poles
BLP-23
0.1%
0.0%
20.5%
79.5%
1/9/13 12:24
Baseball Field Light Poles
BLP-24
0.1%
0.0%
20.5%
79.5%
1/9/13 12:30
Baseball Field Light Poles
BLP-25
0.1%
0.1%
20.6%
79.4%
1/9/13 12:32
Baseball Field 4 Outfield
SD-15
0.1%
0.1%
20.4%
79.5%
1/9/13 12:34
Baseball Field Light Poles
BLP-26
0.1%
0.0%
20.6%
1 79.4%
1/9/13 12:37
Baseball Field 4 Outfield
SD-16
0.1%
0.0%
20.5%
79.5%
1/9/13 12:40
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
20.5%
79.5%
1/9/13 13:24
NE Boundary Passive
MP-15
0.0%
0.9%
20.1%
79.3%
1/9/13 13:45
NE Boundary Offsite
S-5
0.0%
` 1'.
79.017b
1/9/13 13:50
NE Boundary Passive
MP-16
0.0%
0.7%
19.9%
79.4%
1/9/13 13:53
1/9/13 13:53
NE Boundary Offsite
NE Boundary Passive
BP-6
MP-14
0.0%
0.1%
Won,
0.1%
20.4%
86.4%
79.5%
1/9/13 13:59
NE Boundary Passive
MP-17
0.0%
0.0%
20.5%
79.4%
1/9/13 14:01
NE Boundary Active
SU-03R
0.0%
1 0.0%
20.5%
79.5%
1/9/13 14:07
NE Boundary Active
SU-05
0.0%
0.0%
1 20.5%
1 79.5%
1/9/13 14:14
NE Boundary Offsite
BP-5
0.0%
1.2%
` 1'.
79.8%
1/9/13 14:37
NE Boundary Passive
MP-20
MP-32
MP-33
".
0.2%
EIWAI
'.
0.1%
V�43.7%
1 ',
1 20.31/,,
4.6%
79.6%
1/9/13 14:40
1/9/13 14:43
NE Boundary Passive
1NE Boundary Passive
CAR200048 Page 12 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
CO'
OZ
Balance
1/9/13 14:48
NE Bound Passive
MP-34
0.0%
20.5%
79.5%
1/9/13 14:55
NE Bound Active
5IDj
NE S stem
LCH,
0.0%
20.5%
79.5%
1/9/13 14:58
NE Bound Passive
MP-35
0.0%
20.5%
79.5%
1/9/13 15:05
NE Bound Passive
NE Boundary Offsite
MP-31
S-1
0.1%
• •
0.1%
20.4%
3.1%
79.4%
1/9/1315:30
1/9/13 15:32
NE Bound Offsite
S 2
0.0%
0.7%
20.5%
79.4%
1/9/13 15:35
NE Boundary Offsite
S-4
0.0%
0.3%
20.2%
79.6%
1/9/13 15:38
NE Bound Offsite
S 3
0.0%
0.0%
20.6%
79.4%
1/9/13 16:05
NE Boundary Offsite
BP-2
0.0%
:'.
�
'.
WAW
0.0%
.I'.
'.
20.5%
79.5%
79.9%
77.9%
78.4%
79.4%
1/9/1316:17
NE Boundary Offsite
BP-1
0.0%
1/9/13 16:25
1/9/13 16:35
NE Boundary Offsite
NE Boundary Offsite
BP-3
BP-4
0.0%
0.0%
0.1%
1/10/13 7:54
Clubhouse Passive
CHFD-03
1/10/13 7:55
Golf Course Parking Lot
SD-31
0.0%
0.1%
20.4%
79.5%
1/10/13 8:05
Clubhouse Passive
CHFD-04
0.1%
0.0%
20.4%
79.4%
1/10/13 8:07
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.5%
79.4%
1/10/13 8:10
Clubhouse Passive
CHFD-05
0.0%
0.0%
20.4%
79.5%
1/10/13 8:12
Clubhouse Passive
CHFD-01
0.0%
0.0%
20.5%
79.5%
1/10/13 8:15
Clubhouse Active
SCV-1
0.0%
0.0%
20.5%
79.4%
1/10/13 8:20
Clubhouse Active
SCV-4
0.0%
0.0%
20.6%
79.3%
1/10/13 8:20
T vola Rd
Tunnel
0.0%
0.0%
20.6%
79.4%
1/10/13 8:22
Clubhouse Active
SCV-5
0.0%
0.0%
20.6%
79.3%
1/10/13 8:24
Clubhouse Active
SCV-6
0.0%
0.0%
20.6%
79.3%
1/10/13 8:27
Clubhouse Active
SCV-7
0.0%
0.0%
20.6%
79.4%
1/10/13 8:30
Clubhouse Active
SCV-2
0.0%
0.0%
20.6%
79.3%
1/10/13 8:32
Clubhouse Active
SCV-3
0.0%
0.0%
20.6%
79.4%
1/10/13 9:00
Leatherman Golf Offsite
P-5
0.2%
0.3%
1 20.7%
1 79.3%
1/10/13 9:09
Leatherman Golf Offsite
LGFD-01
0.0%
0.0%
20.6%
79.4%
1/10/13 9:11
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
20.6%
79.5%
1/10/13 9:20
Leatherman Golf Offsite
P-3
0.1%
0.4%
19.5%
80.0%
1/10/13 9:25
Leatherman Golf Offsite
P-4
0.8%
0.7%
79.9%
1/10/13 9:35
Leatherman Golf Offsite
P-2
0.1%
0.0%
20.6%
79.4%
1/10/13 9:45
Leatherman Golf Offsite
P-1
0.1%
0.0%
20.6%
79.3%
1/10/13 10:00
Maintenance Building
BP-9
0.1%
0.1%
20.6%
79.5%
1/10/13 10:35
HWY 49 Boundary
2
0.0%
0.3%
20.4%
79.3%
1/10/13 10:39
HWY 49 Bound
3
0.0%
0.2%
20.4%
79.3%
1/10/13 10:42
HWY 49 Bound
4
0.0%
0.4%
20.1%
79.4%
1/10/13 10:45
HWY 49 Bound
5
0.0%
0.8%
19.9%
79.1%
1/10/13 10:47
1/10/13 11:05
HWY 49 Bound
HWY 49 Bound
6
7
0.0%
0.0%
.'.
0.0%
20.7%
79.2%
79.5%
1/10/13 11:09
HWY 49 Boundary
10
1.3°Ir
'.
19.6%
77.8%
1/10/13 11:13
1/10/13 11:16
1/10/13 11:20
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
11
21
22
1.5%
0.7%
0.0%
'.
".
'.
0.0%
` 1'.
'.
'.
: •'.
20.6%
76.9%
64.6%
68.6%
1/10/13 11:25
HWY 49 Boundary
23
78.7%
79.3%
1/10/13 11:32
South Tryon St HWY 49
SD-38
1/10/13 11:36
1/10/13 11:39
HWY 49 Bound
South Tryon St HWY 49
24
SD-37
0.0%
-qNVO
0.0%
20.6%
70.3%
79.3%
1/10/13 11:40
HWY 49 Boundary
25
0.0%
0.1%
20.2%
79.7%
1/10/13 11:51
HWY 49 Bound
RW-D
5.5%
1/10/13 11:55
HWY 49 Bound
RW-C
1'.
'.
14.8%
1/10/13 11:58
HWY 49 Bound
RW-B
27
'.
0.3%
1 .'.
0.3%
20.0%
14.7%
79.5%
1/10/13 12:04
HWY 49 Boundary
1/10/13 12:09
HWY 49 Boundary
28
0.0%
0.0%
20.5%
79.4%
1/10/13 12:13
HWY 49 Boundary
29
1 0.0%
0.0%
20.6%
79.4%
CAR200048 Page 13 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/10/13 12:17
South Tryon St (HWY 49
SD-36
0.0%
0.0%
20.4%
79.5%
1/10/13 12:21
South Tryon St (HWY 49
SD-35
0.0%
0.0%
20.5%
79.4%
1/10/13 12:25
South Tryon St HWY 49
SD-34
0.0%
0.0%
20.5%
79.5%
1/10/13 12:30
South Tryon St HWY 49
SD-33
0.0%
0.0%
20.6%
79.4%
1/10/13 12:40
T vola Rd
SD-39
0.0%
0.0%
20.4%
79.5%
1/10/13 13:48
NE Boundary Offsite
S-7
0.0%
0.0%
20.4%
79.5%
1/10/13 14:50
NE Boundary Offsite
BP-8
0.0%
0.6%
19.8%
79.5%
4/9/13 8:02
Baseball Field Light Poles
BLP-04
0.0%
0.0%
20.6%
4/9/13 8:05
Baseball Field Light Poles
BLP-05
0.0%
0.0%
20.5%
4/9/13 8:08
Baseball Field Light Poles
BLP-10
0.0%
0.0%
20.5%
4/9/13 8:10
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
20.4%
4/9/13 8:12
Baseball Field Light Poles
BLP-09
0.0%
0.0%
20.6%
4/9/13 8:15
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
20.6%
4/9/13 8:17
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
20.6%
4/9/13 8:22
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
20.6%
4/9/13 8:25
Baseball Field Light Poles
BLP-01
0.0%
0.0%
20.5%
4/9/13 8:28
Baseball Field Light Poles
BLP-06
0.0%
0.0%
20.6%
4/9/13 8:30
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
20.6%
4/9/13 8:34
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.6%
4/9/13 8:35
Baseball Field Light Poles
BLP-03
0.0%
0.0%
20.6%
4/9/13 8:37
Baseball Field Light Poles
BLP-08
0.0%
0.0%
20.6%
4/9/13 8:40
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
20.6%
4/9/13 8:44
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
20.6%
4/9/13 8:46
Baseball Field Light Poles
BLP-02
0.0%
0.0%
20.5%
4/9/13 8:49
Baseball Field Light Poles
BLP-07
0.0%
0.0%
20.6%
4/9/13 8:50
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
20.6%
4/9/13 8:55
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
20.6%
4/9/13 9:00
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
20.6%
4/9/13 9:01
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
20.6%
4/9/13 9:03
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
20.6%
4/9/13 9:04
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
20.6%
4/9/13 9:17
Baseball Field Scoreboards
BSB-2
0.0%
0.0%
20.6%
4/9/13 9:20
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
20.6%
4/9/13 9:23
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
20.6%
4/9/13 9:26
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
20.6%
4/9/13 9:29
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
20.6%
4/9/13 9:38
Baseball Field Light Poles
BLP-21
0.0%
0.0%
20.6%
4/9/13 9:41
Baseball Field Light Poles
BLP-22
0.0%
0.0%
20.6%
4/9/13 9:43
Baseball Field Scoreboards
BSB-3
0.0%
0.0%
20.6%
4/9/13 9:45
Baseball Field Light Poles
BLP-23
0.0%
0.0%
20.6%
4/9/13 9:50
Baseball Field Light Poles
BLP-24
0.0%
0.0%
20.6%
4/9/13 9:54
Baseball Field Light Poles
BLP-25
0.0%
0.0%
20.4%
4/9/13 9:57
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.5%
4/9/13 10:00
Baseball Field Light Poles
BLP-26
0.0%
0.0%
20.6%
4/9/13 10:03
Baseball Field Scoreboards
BSB-4
1 0.0%
0.0%
20.6%
4/9/13 10:07
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.6%
4/9/13 10:09
Baseball Field Light Poles
BLP-12
0.0%
0.0%
20.6%
4/9/13 10:10
Baseball Field Scoreboards
BSB-5
0.0%
0.0%
20.6%
4/9/13 10:12
4/9/13 10:15
Baseball Field Light Poles
Baseball Field Light Poles
BLP-11
BLP-27
0.0%
0.0%
20.6%
4/9/13 10:18
Baseball Field Light Poles
BLP-28
0.0%
0.0%
20.6%
4/9/13 10:23
Baseball Field Light Poles
BLP-29
0.0%
0.0%
20.6%
4/9/13 10:27
Baseball Field Light Poles
BLP-30
0.0%
0.0%
20.6%
4/9/13 10:38
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
20.60/c
4/9/13 10:41
1 Baseball Fields Parking Lot
SD-06
0.1%
1 0.1%
1 20.6%
CAR200048 Page 14 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/9/13 10:42
Soccer Light Poles
SLP-01
0.0%
0.0%
20.6%
4/9/13 10:46
Soccer Light Poles
SLP-02
0.0%
0.0%
20.2%
4/9/13 10:48
Soccer Light Poles
SLP-03
0.0%
0.0%
20.3%
4/9/13 10:50
Soccer Field 1
SD-11
0.0%
0.0%
20.3%
4/9/13 10:53
Soccer Light Poles
SLP-06
0.0%
0.0%
20.6%
4/9/13 10:56
Soccer Light Poles
SLP-07
0.0%
0.0%
20.6%
4/9/13 10:58
Soccer Light Poles
SLP-10
0.0%
0.0%
20.5%
4/9/13 11:00
Soccer Field 2
SD-12
0.0%
0.0%
20.4%
4/9/13 11:02
Soccer Field 2
SD-13
0.0%
0.0%
20.5%
4/9/13 11:05
Soccer Light Poles
SLP-08
0.0%
0.0%
20.5%
4/9/13 11:09
Soccer Field 1
SD-10
0.8%
0.1%
20.4%
4/9/13 11:11
Soccer Light Poles
SLP-05
0.0%
0.0%
20.5%
4/9/13 11:12
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
20.5%
4/9/13 11:12
Soccer Light Poles
SLP-04
0.0%
0.0%
20.5%
4/9/13 11:15
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
20.5%
4/9/13 11:18
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
20.5%
4/9/13 11:25
Soccer Light Poles
SLP-09
0.0%
0.0%
20.5%
4/9/13 12:00
NE Boundary Passive
MP-14
0.0%
0.0%
20.5%
4/9/13 12:10
NE Boundary Passive
MP-15
0.0%
0.0%
20.5%
4/9/13 12:15
NE Boundary Passive
MP-16
0.0%
1 0.0%
20.3%
4/9/13 12:19
NE Boundary Active
SU-03R
0.0%
0.0%
20.5%
4/9/13 12:22
NE Boundary Passive
MP-17
0.0%
0.0%
4/9/13 12:30
NE Boundary Active
SU-05
0.0%
0.0%
4/9/13 12:38
NE Boundary Passive
MP-20
MP-31
4/9/13 12:50
NE Boundary Passive
4/9/13 12:55
NE Boundary Passive
MP-32
0.0%
0.0%
4/9/13 12:58
NE Boundary Passive
MP-33
4/9/13 13:01
NE Boundary Passive
MP-34
0.0%
0.0%
20.4%
4/9/13 13:05
NE Boundary Passive
MP-35
0.0%
0.0%
20.5%
4/9/13 13:09
NE Boundary Active
NE System
0.0%
0.0%
20.4%
4/9/13 13:40
NE Boundary Offsite
S-2
0.0%
0.0%
20.5%
4/9/13 13:43
NE Boundary Offsite
S-1
0.0%
0.1%
20.2%
4/9/13 13:50
NE Boundary Offsite
BP-8
0.0%
0.0%
20.3%
4/9/13 13:55
NE Boundary Offsite
S-3
0.0%
0.0%
20.5%
4/9/13 14:05
NE Boundary Offsite
S-4
0.0%
0.1%
20.3%
4/9/13 15:03
NE Boundary Offsite
BP-1
0.8%
0.0%
`
1.0%
1
20.3%
4/22/13 8:25
NE Boundary Offsite
BP-7
4/22/13 8:30
NE Boundary Offsite
BP-6
0.0%
`
4/22/13 8:35
NE Boundary Offsite
S-6
0.0%
1 1.0%
20.8%
4/22/13 8:40
NE Bound Offsite
S-7
0.0%
0.1%
20.9%
4/22/13 8:45
NE Bound Offsite
S-5
0.0%
4/22/13 8:53
NE Boundary Offsite
BP-5
0.0%
1.0%
20.2%
4/22/13 9:17
Baseball Field Scoreboards
BSB-2
0.0%
0.0%
20.6%
4/22/13 9:20
Leatherman Golf Offsite
P-3
0.0%
0.5%
4/22/13 9:35
NE Boundary Offsite
BP-2
0.0%
'.
19.5%
4/22/13 9:45
NE Boundary Offsite
BP-3
0.0%
:'.
'.
0.1%
` 1 •.
::'•
20.6%
4/22/13 10:00
4/22/13 10:30
NE Boundary Offsite
Leatherman Golf Offsite
BP-4
P-4
P-5
0.0%
3.3%
0.6%
4/22/13 10:40
Leatherman Golf Offsite
4/22/13 10:43
Maintenance Building
BP-9
0.1%
4/22/13 10:58
4/22/13 11:00
Leatherman Golf Offsite
Leatherman Golf Offsite
P-2
LGFD-01
0.0%
0.0%
'
0.0%
21.0%
4/22/13 11:05
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
20.9%
4/22/13 11:10
Leatherman Golf Offsite
P-1
0.0%
'.
4/22/13 l 1:43
HWY 49 Boundary
27
CAR200048 Page 15 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/22/13 11:50
HWY 49 Boundary
28
0.0%
0.2%
20.6%
4/22/13 11:54
HWY 49 Boundary
29
0.0%
0.1%
20.7%
4/22/13 11:58
HWY 49 Boundary
25
0.0%
0.0%
20.8%
4/22/13 12:03
4/22/13 12:06
HWY 49 Bound
HWY 49 Bound
RW-B
RW-C
RW-D
22
21
11
1'.
".
19.8%
4/22/13 12:11
HWY 49 Bound
4/22/13 12:18
4/22/13 12:27
4/22/13 12:38
HWY 49 Boundary
HWY 49 Bound
HWY 49 Boundary
4/22/13 12:45
HWY 49 Boundary
10
1.4%
4/22/13 13:00
HWY 49 Boundary
23
0.5%
0.5°
19.6%
4/22/13 13:00
4/22/13 13:03
HWY 49 Boundary
HWY 49 Boundary
6
5
0.0%
0.0%
'.
".
1.0%
1
19.9%
4/22/13 13:07
HWY 49 Boundary
4
0.0%
4/22/13 13:10
HWY 49 Boundary
3
0.0%
0.2%
20.7%
4/22/13 13:19
HWY 49 Boundary
2
0.0%
0.3%
20.2%
4/22/13 13:50
HWY 49 Boundary
24
3.0%
1.27c
4/22/13 14:52
Clubhouse Active
SCV-3
0.0%
0.0%
20.7%
4/22/13 14:55
Clubhouse Active
SCV-4
0.0%
0.0%
21.0%
4/22/13 14:56
Clubhouse Active
SCV-2
0.0%
0.0%
20.6%
4/22/13 14:58
Clubhouse Active
SCV-5
0.0%
0.0%
20.7%
4/22/13 15:00
Clubhouse Active
SCV-1
0.0%
0.0%
20.8%
4/22/13 15:03
Clubhouse Active
SCV-6
0.0%
0.0%
20.8%
4/22/13 15:06
Clubhouse Active
SCV-7
0.0%
0.0%
21.1%
4/22/13 15:16
Clubhouse Passive
CHFD-03
0.0%
0.0%
20.9%
4/22/13 15:19
Clubhouse Passive
CHFD-04
0.0%
0.0%
20.9%
4/22/13 15:21
Clubhouse Passive
CHFD-05
0.0%
0.1%
20.8%
4/22/13 15:24
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.9%
4/22/13 15:27
Clubhouse Passive
CHFD-01
0.0%
0.1%
20.9%
4/22/13 15:31
Golf Course Parking Lot
SD-31
0.0%
0.1%
21.2%
4/22/13 15:50
South Tryon St HWY 49
SD-33
0.0%
0.0%
21.2%
4/22/13 15:53
South Tryon St HWY 49
SD-34
0.0%
0.0%
1 21.2%
4/22/13 15:56
South Tryon St HWY 49
SD-35
0.0%
0.0%
21.2%
4/22/13 16:00
South Tryon St HWY 49
SD-36
0.0%
0.0%
21.1%
4/22/13 16:03
South Tryon St HWY 49
SD-37
0.0%
0.0%
21.3%
4/22/13 16:07
South Tryon St HWY 49
SD-38
0.0%
0.0%
21.1%
4/22/13 16:10
T vola Rd
SD-39
0.0%
0.0%
21.2%
4/22/13 16:12
T vola Rd
Tunnel
0.0%
0.0%
21.0%
7/29/13 8:30
Soccer Light Poles
SLP-01
0.0%
0.0%
20.5%
79.3%
7/29/13 8:33
Soccer Light Poles
SLP-02
0.1%
0.0%
20.5%
79.3%
7/29/13 8:35
Soccer Light Poles
SLP-03
0.0%
0.0%
20.4%
79.4%
7/29/13 8:38
Soccer Light Poles
SLP-07
0.0%
0.0%
20.5%
79.4%
7/29/13 8:40
Soccer Light Poles
SLP-06
0.0%
0.0%
20.4%
79.4%
7/29/13 8:42
Soccer Field 1
SD-11
0.0%
0.0%
20.5%
79.4%
7/29/13 8:44
Soccer Light Poles
SLP-05
0.1%
0.0%
20.5%
79.2%
7/29/13 8:47
Soccer Light Poles
SLP-04
0.1%
0.0%
20.4%
79.3%
7/29/13 8:57
Soccer Light Poles
SLP-09
0.1%
0.0%
20.5%
79.2%
7/29/13 8:58
Soccer Field 2
SD-13
0.0%
0.0%
20.5%
79.2%
7/29/13 8:59
Soccer Light Poles
SLP-08
0.1%
0.0%
20.7%
79.3%
7/29/13 9:00
Soccer Field 2
SD-12
0.1%
0.0%
20.5%
79.2%
7/29/13 9:01
Soccer Field 1
SD-10
0.1%
0.0%
20.7%
79.3%
7/29/13 9:07
Baseball Field Light Poles
BLP-28
0.2%
0.0%
20.5%
79.1%
7/29/13 9:08
Soccer Light Poles
SLP-10
0.1%
0.0%
1 20.7%
79.2%
7/29/13 9:09
Baseball Field Light Poles
BLP-27
0.2%
0.0%
1 20.6%
79.0%
7/29/13 9:11
Baseball Field Scoreboards
BSB-4
1 0.1%
0.1%
1 20.6%
79.2%
CAR200048 Page 16 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/29/13 9:13
Baseball Field 4 Outfield
SD-16
0.1%
0.0%
20.3%
79.1%
7/29/13 9:15
Baseball Field Light Poles
BLP-26
0.2%
0.0%
20.1%
79.1%
7/29/13 9:17
Baseball Field Light Poles
BLP-25
0.1%
0.2%
20.6%
79.2%
7/29/13 9:20
Baseball Field 4 Outfield
SD-15
0.2%
0.2%
20.5%
79.2%
7/29/13 9:23
Baseball Field 4 Outfield
SD-14
0.2%
0.0%
20.7%
79.0%
7/29/13 9:24
Baseball Field Light Poles
BLP-24
0.2%
0.0%
20.7%
79.1%
7/29/13 9:26
Baseball Field Light Poles
BLP-23
0.2%
0.0%
20.7%
79.0%
7/29/13 9:28
Baseball Field Scoreboards
BSB-3
0.1%
0.1%
20.7%
79.1%
7/29/13 9:30
Baseball Field Light Poles
BLP-22
0.2%
0.2%
20.7%
79.0%
7/29/13 9:32
Baseball Field Light Poles
BLP-21
0.1%
0.1%
20.7%
79.1%
7/29/13 9:34
Baseball Field Light Poles
BLP-20
0.1%
0.1%
20.7%
79.1%
7/29/13 9:36
Baseball Field Light Poles
BLP-19
0.2%
0.0%
20.7%
79.1%
7/29/13 9:38
Baseball Field Scoreboards
BSB-2
0.1%
0.0%
20.8%
79.1%
7/29/13 9:39
Baseball Fields Parking Lot
SD-04
0.1%
0.0%
20.8%
79.0%
7/29/13 9:40
Baseball Fields Parking Lot
SD-03
0.2%
1 0.0%
20.7%
78.9%
7/29/13 9:43
Baseball Fields Parking Lot
SD-02
0.2%
0.0%
20.8%
79.0%
7/29/13 9:45
Baseball Fields Parking Lot
SD-01
0.1%
0.1%
20.7%
79.1%
7/29/13 9:52
Baseball Field Light Poles
BLP-08
0.2%
0.0%
20.8%
78.8%
7/29/13 9:54
Baseball Field Light Poles
BLP-03
0.2%
0.0%
20.8%
79.9%
7/29/13 9:55
Baseball Field 3 Bleachers
SD-28
0.3%
0.0%
20.9%
78.9%
7/29/13 9:57
Baseball Field 3 Bleachers
SD-27
0.2%
0.0%
20.9%
78.9%
7/29/13 9:59
Baseball Field Light Poles
BLP-04
0.3%
0.0%
21.0%
78.8%
7/29/13 10:01
Baseball Field Light Poles
BLP-09
0.2%
0.0%
20.9%
78.8%
7/29/13 10:03
Baseball Field 4 Ri htfield
SD-26
0.1%
0.0%
20.9%
79.0%
7/29/13 10:05
Baseball Field 4 Bleachers
SD-25
0.2%
0.0%
20.9%
78.8%
7/29/13 10:06
Baseball Field 4 Bleachers
SD-24
0.2%
0.2%
21.0%
78.7%
7/29/13 10:08
Baseball Field Light Poles
BLP-05
0.2%
0.0%
21.0%
78.7%
7/29/13 10:10
Baseball Field Light Poles
BLP-10
0.2%
0.0%
21.0%
78.8%
7/29/13 10:12
Baseball Field 4 Leftfield
SD-23
0.2%
0.0%
20.9%
78.8%
7/29/13 10:14
Baseball Field 5 Bleachers
SD-22
0.2%
0.0%
21.0%
78.8%
7/29/13 10:15
Baseball Field 5 Bleachers
SD-21
0.1%
0.0%
21.0%
78.7%
7/29/13 10:17
Baseball Field Light Poles
BLP-01
0.2%
0.0%
21.0%
78.7%
7/29/13 10:19
Baseball Field Light Poles
BLP-06
0.2%
0.0%
21.0%
78.8%
7/29/13 10:21
Baseball Field 1 Ri htfield
SD-20
0.2%
0.0%
20.8%
79.1%
7/29/13 10:23
Baseball Field 1 Bleachers
SD-19
0.2%
0.0%
20.8%
78.8%
7/29/13 10:25
Baseball Field 1 Bleachers
SD-18
0.1%
0.0%
21.1%
78.8%
7/29/13 10:27
Baseball Field Light Poles
BLP-02
0.2%
0.0%
21.0%
78.7%
7/29/13 10:29
Baseball Field 1 Leftfield
SD-17
0.2%
0.0%
20.0%
78.9%
7/29/13 10:30
Baseball Field Light Poles
BLP-07
0.1%
0.0%
21.1%
78.7%
7/29/13 10:32
Baseball Field 2 Bleachers
SD-30
0.1%
0.0%
21.0%
78.8%
7/29/13 10:34
Baseball Field 2 Bleachers
SD-29
0.1%
0.0%
21.0%
78.8%
7/29/13 10:45
Baseball Field Light Poles
BLP-18
0.3%
0.0%
21.0%
78.6%
7/29/13 10:47
Baseball Field Light Poles
BLP-17
0.3%
0.0%
21.0%
78.7%
7/29/13 10:49
Baseball Field Light Poles
BLP-16
0.3%
0.0%
21.0%
78.7%
7/29/13 10:50
Baseball Field Light Poles
BLP-15
0.2%
1 0.0%
21.0%
78.7%
7/29/13 10:53
Baseball Field Scoreboards
BSB-1
0.3%
0.0%
21.2%
78.4%
7/29/13 10:54
Baseball Field Light Poles
BLP-13
0.2%
0.0%
21.2%
78.5%
7/29/13 10:56
Baseball Field Light Poles
BLP-14
0.3%
0.0%
21.1%
78.6%
7/29/13 11:00
Baseball Fields Parking Lot
SD-05
0.2%
0.0%
21.1%
78.4%
7/29/13 11:02
Baseball Fields Parking Lot
SD-06
0.2%
0.0%
21.1%
78.5%
7/29/13 11:03
Baseball Field Light Poles
BLP-12
0.2%
0.0%
21.1%
78.6%
7/29/13 11:04
Baseball Field Light Poles
BLP-11
0.3%
0.0%
21.0%
78.7%
7/29/13 11:05
Baseball Field Scoreboards
BSB-5
0.2%
0.0%
21.0%
78.9%
7/29/13 11:07
Baseball Field Light Poles
BLP-30
0.2%
0.0%
21.0%
78.5%
7/29/13 11:09
1 Baseball Field Light Poles
BLP-29
1 0.2%
1 0.0%
21.0%
1 78.7%
CAR200048 Page 17 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/29/13 11:12
Soccer Fields Parkin Lot
SD-07
0.1%
0.1%
21.0%
78.8%
7/29/13 11:14
Soccer Fields Parkin Lot
SD-08
0.2%
0.0%
21.1%
78.7%
7/29/13 11:16
Soccer Fields Parkin Lot
SD-09
0.2%
0.0%
21.1 %
78.7%
7/29/13 11:55
NE Bound Passive
MP-15
0.3%
0.0%
21.2%
78.3%
7/29/13 11:59
NE Bound Passive
MP-14
0.3%
0.0%
21.2%
78.5%
7/29/13 12:07
NE Bound Passive
MP-17
0.2%
0.0%
21.0%
78.6%
7/29/13 12:14
NE BoundaryPassive
MP-20
1.4%
0.5%
20.6%
77.4%
7/29/13 12:17
7/29/13 12:34
NE Bound Passive
NE Bound Passive
MP-31
MP-32
: •'.
• 1',
0.4%
'.
'.
0.0%
21.1%
0.0%
0.0%
78.4%
7/29/13 12:43
NE Bound Active
NE System
7/29/13 13:03
7/29/13 13:10
Maintenance BuildingBP-9
T vola Rd
SD-39
0.2%
0.2%
".
0.0%
20.9%
82.6%
78.8%
7/29/13 13:23
Leatherman Golf (Offsite)
P-1
0.2%
0.0%
20.6%
79.5%
79.0%
7/29/13 13:28
Leatherman Golf Offsite
P-2
0.3%
7/29/13 13:35
Leatherman Golf Offsite
P-3
0.3%
1 0.1%
20.3%
79.2%
7/29/13 13:39
Leatherman Golf Offsite
P-4
0.6%
0.3%
19.8%
79.1%
7/29/13 13:42
Leatherman Golf (Offsite)
LGFD-01
0.4%
0.0%
20.3%
78.7%
7/29/13 13:45
Leatherman Golf Offsite
LGFD-02
0.4%
0.0%
20.3%
78.7%
7/29/13 13:54
South Tryon St JfWY 49
SD-33
0.3%
0.0%
21.3%
78.1 %
7/29/13 13:56
South Tryon St HWY 49
SD-34
0.3%
0.3%
21.4%
78.3%
7/29/13 13:58
South Tryon St HWY 49
SD-35
0.3%
0.3%
21.3%
78.3%
7/29/13 14:00
South Tryon St HWY 49
SD-36
0.4%
0.0%
21.3%
78.3%
7/29/13 14:04
South Tryon St JfWY 49
SD-37
0.4%
0.0%
21.3%
78.3%
7/29/13 14:06
South Tryon St HWY 49
SD-38
0.3%
0.3%
21.3%
78.4%
7/29/13 14:12
HWY 49 Boundary
22
•
:
71.2%
7/29/13 14:16
HWY 49 Boundary
23
0.7%
0.0%
20.7%
78.7%
7/29/13 14:18
HWY 49 Boundary
24
0.4%
0.0%
20.0%
78.7%
7/29/13 14:24
7/29/13 14:28
HWY 49 Bound
HWY 49 Boundary
RW-B
25
'
0.5%
1
0.1%
•
20.6%
37.6%
78.8%
7/29/13 14:28
HWY 49 Bound
RW-C
RW-D
21
10
'.
: 1'.
'.
'.
1'
20.1%
63.8%
66.4%
64.2%
74.0%
7/29/13 14:35
7/29/13 14:44
7/29/13 14:45
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
7/29/13 14:50
Maintenance Building
SD-32
0.4%
0.4%
21.4%
78.2%
7/30/13 8:14
Leatherman Golf Offsite
P-5
0.0%
0.1%
20.6%
79.3%
7/30/13 8:20
HWY 49 Boundary
27
0.5%
0.5%
20.1%
78.8%
7/30/13 8:24
HWY 49 Boundary
28
0.0%
0.2%
20.5%
79.2%
7/30/13 8:27
HWY 49 Boundary
29
0.0%
0.2%
20.5%
79.2%
7/30/13 8:36
HWY 49 Boundary
11
0.5%
0.3%
20.3%
78.5%
7/30/13 8:42
HWY 49 Boundary
7
0.0%
0.0%
20.9%
79.0%
7/30/13 8:50
HWY 49 Boundary
6
0.1%
0.0%
20.9%
79.0%
7/30/13 8:52
HWY 49 Boundary
5
0.0%
0.0%
20.9%
79.0%
7/30/13 8:55
HWY 49 Boundary
4
0.1%
0.0%
20.9%
78.9%
7/30/13 8:59
HWY 49 Boundary
3
0.0%
0.1%
20.7%
79.0%
7/30/13 9:11
HWY 49 Boundary
2
0.0%
0.0%
20.8%
79.0%
7/30/13 9:37
NE Boundary Passive
MP-16
0.2%
0.0%
21.0%
78.6%
7/30/13 9:43
NE Boundary Offsite
S-1
0.2%
0.0%
20.9%
78.9%
7/30/13 9:47
NE Boundary Offsite
BP-8
0.1%
1 0.1%
1 20.8%
78.9%
7/30/13 9:51
NE Boundary Offsite
S-2
0.1%
0.1%
1 20.8%
78.8%
7/30/13 9:55
NE Boundary Offsite
S-4
0.1%
0.1%
20.8%
78.9%
7/30/13 9:57
NE Boundary Offsite
S-3
0.1%
0.0%
20.9%
79.9%
7/30/13 10:18
7/30/13 10:26
NE Boundary Offsite
NE Boundary Offsite
BP-1
BP-2
0.2%
'.
1 •'.
'.
'.
'.
'.
'.
'.
78.5%
77.6%
89.2%
- -
0.2%
7/30/13 10:31
NE Boundary Offsite
BP-3
0.2%
7/30/13 10:48
1NE Boundary Offsite
BP-4
0.2%
CAR200048 Page 18 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
7/30/13 10:55
NE Boundary Offsite
BP-5
0.2%
0.0%
1 21.0%
78.6%
78.6%
7/30/13 11:01
NE Boundary Offsite
S-5
0.2%
7/30/13 11:06
7/30/13 11:08
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.2%
0.1%
0.1%
r=l
".
0.3%
LM .
19.9%
77.2%
78.7%
79.5%
7/30/13 11:14
NE Boundary Offsite
S-6
7/30/13 11:20
NE Boundary Offsite
S-7
0.7%
I :'.
0.0%
21.1%
78.717c
78.8%
7/30/13 12:05
T vola Rd
Tunnel
0.2%
7/30/13 12:12
Golf Course Parking Lot
SD-31
0.2%
0.0%
21.1%
78.5%
7/30/13 12:17
Clubhouse Passive
CHFD-01
0.1%
0.0%
21.1%
78.5%
7/30/13 12:19
Clubhouse Passive
CHFD-04
0.2%
0.0%
21.0%
79.8%
7/30/13 12:21
Clubhouse Passive
CHFD-02
0.1%
0.0%
21.1%
78.6%
7/30/13 12:24
Clubhouse Passive
CHFD-03
0.1%
0.0%
21.2%
78.6%
7/30/13 12:25
Clubhouse Passive
CHFD-05
0.1%
0.0%
21.2%
78.6%
7/30/13 12:26
Clubhouse Active
SCV-1
0.2%
0.0%
21.2%
78.6%
7/30/13 12:27
Clubhouse Active
SCV-2
0.2%
0.0%
21.3%
78.5%
7/30/13 12:29
Clubhouse Active
SCV-3
0.2%
0.0%
21.3%
78.5%
7/30/13 12:31
Clubhouse Active
SCV-4
0.3%
0.3%
21.3%
78.5%
7/30/13 12:32
Clubhouse Active
SCV-5
0.2%
0.0%
21.3%
78.4%
7/30/13 12:34
Clubhouse Active
SCV-6
0.1%
0.0%
21.3%
78.4%
7/30/13 12:37
Clubhouse Active
SCV-7
0.1%
0.0%
21.3%
78.4%
7/30/13 12:45
Clubhouse Active
CH System
0.1%
0.0%
21.3%
78.4%
10/14/13 7:50
Soccer Light Poles
SLP-01
0.0%
0.1%
20.7%
79.1%
10/14/13 8:01
Soccer Light Poles
SLP-02
0.0%
0.2%
20.7%
79.0%
10/14/13 8:05
Soccer Light Poles
SLP-03
0.1%
0.2%
20.7%
79.0%
10/14/13 8:07
Soccer Light Poles
SLP-07
0.0%
0.1%
20.7%
79.0%
10/14/13 8:09
Soccer Light Poles
SLP-06
0.0%
0.1%
20.6%
79.0%
10/14/13 8:11
Soccer Field 1
SD-11
0.0%
0.2%
20.6%
79.1%
10/14/13 8:13
Soccer Light Poles
SLP-05
0.0%
0.1%
20.6%
79.0%
10/14/13 8:15
Soccer Field 1
SD-10
0.0%
0.1%
20.6%
79.0%
10/14/13 8:17
Soccer Light Poles
SLP-04
0.0%
0.1%
20.6%
79.0%
10/14/13 8:20
Soccer Light Poles
SLP-08
0.0%
0.1%
20.8%
79.0%
10/14/13 8:23
Soccer Field 2
SD-13
0.0%
0.1%
20.8%
79.0%
10/14/13 8:25
Soccer Light Poles
SLP-09
0.0%
0.1%
20.7%
79.0%
10/14/13 8:27
Soccer Field 2
SD-12
0.0%
0.2%
20.8%
79.0%
10/14/13 8:39
Soccer Light Poles
SLP-10
0.0%
0.1%
20.9%
79.9%
10/14/13 8:44
Baseball Field 4 Outfield
SD-16
0.0%
0.1%
21.0%
78.9%
10/14/13 8:46
Baseball Field Light Poles
BLP-28
0.0%
0.1%
21.0%
78.6%
10/14/13 8:48
Baseball Field Light Poles
BLP-27
0.0%
0.1%
21.0%
78.0%
10/14/13 8:50
Baseball Field Scoreboards
BSB-4
0.0%
0.1%
21.0%
78.8%
10/14/13 8:51
Baseball Field Light Poles
BLP-26
0.0%
0.1%
20.9%
78.7%
10/14/13 8:53
Baseball Field 4 Outfield
SD-15
0.0%
0.1%
21.0%
78.9%
10/14/13 8:56
Baseball Field Light Poles
BLP-25
0.0%
0.1%
20.9%
78.8%
10/14/13 8:59
Baseball Field Light Poles
BLP-24
0.0%
0.1%
20.9%
78.8%
10/14/13 9:01
Baseball Field Light Poles
BLP-23
0.0%
0.1%
20.9%
78.9%
10/14/13 9:03
Baseball Field Scoreboards
BSB-3
0.0%
0.1%
20.9%
78.9%
10/14/13 9:04
Baseball Field Light Poles
BLP-22
0.0%
0.1%
20.9%
78.9%
10/14/13 9:06
Baseball Field Light Poles
BLP-21
0.0%
0.1%
21.0%
78.8%
10/14/13 9:08
Baseball Field Light Poles
BLP-20
0.0%
0.1%
21.0%
78.9%
10/14/13 9:10
Baseball Field Light Poles
BLP-19
0.0%
0.1%
20.9%
78.9%
10/14/13 9:13
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
21.0%
78.9%
10/14/13 9:14
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
20.9%
78.8%
10/14/13 9:16
Baseball Fields Parking Lot
SD-03
0.0%
0.1%
20.9%
78.8%
10/14/13 9:18
Baseball Fields Parking Lot
SD-04
1 0.0%
0.1%
20.9%
78.9%
10/14/13 9:19
Baseball Field Light Poles
BLP-08
0.0%
1 0.1%
21.0%
78.9%
10/14/13 9:21
Baseball Field Light Poles
BLP-03
0.0%
1 0.1%
21.0%
78.8%
CAR200048 Page 19 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/14/13 9:22
Baseball Field 3 Bleachers
SD-28
0.0%
0.1%
21.0%
78.0%
10/14/13 9:25
Baseball Field 3 Bleachers
SD-27
0.0%
0.1%
21.0%
78.8%
10/14/13 9:27
Baseball Field Light Poles
BLP-04
0.0%
0.1%
20.9%
78.9%
10/14/13 9:28
Baseball Field Light Poles
BLP-09
0.0%
0.1%
21.0%
78.9%
10/14/13 9:30
Baseball Field 4 Ri htfield
SD-26
0.1%
0.1%
20.9%
78.8%
10/14/13 10:56
Baseball Fields Parking Lot
SD-05
0.0%
0.2%
21.0%
78.8%
10/14/13 10:57
Baseball Fields Parking Lot
SD-06
0.0%
0.2%
21.0%
78.9%
10/14/13 11:04
Baseball Field Light Poles
BLP-12
0.0%
0.2%
20.8%
78.8%
10/14/13 11:05
Baseball Field Light Poles
BLP-11
0.0%
0.2%
20.8%
78.9%
10/14/13 11:07
Baseball Field Scoreboards
BSB-5
0.0%
0.2%
20.9%
78.9%
10/14/13 11:09
Baseball Field Light Poles
BLP-30
0.0%
0.2%
20.9%
79.0%
10/14/13 11:11
Baseball Field Light Poles
BLP-29
0.0%
0.1%
20.8%
79.0%
10/14/13 11:14
Soccer Fields Parking Lot
SD-07
0.2%
0.2%
20.9%
78.9%
10/14/13 11:16
Soccer Fields Parking Lot
SD-08
0.0%
0.2%
20.9%
78.9%
10/14/13 11:19
Soccer Fields Parking Lot
SD-09
0.0%
0.1%
20.7%
79.0%
10/14/13 11:31
Baseball Field 4 Bleachers
SD-25
0.0%
0.1%
20.9%
78.9%
10/14/13 11:33
Baseball Field 4 Bleachers
SD-24
0.0%
0.1%
20.9%
78.9%
10/14/13 11:35
Baseball Field Light Poles
BLP-05
0.0%
0.1%
20.9%
78.9%
10/14/13 11:37
Baseball Field Light Poles
BLP-10
0.0%
0.2%
20.9%
78.9%
10/14/13 11:38
Baseball Field 4 Leftfield
SD-23
0.0%
0.1%
20.9%
78.9%
10/14/13 11:41
Baseball Field 5 Bleachers
SD-22
0.0%
0.1%
20.8%
78.9%
10/14/13 11:43
Baseball Field 5 Bleachers
SD-21
0.0%
0.1%
20.8%
79.0%
10/14/13 11:45
Baseball Field Light Poles
BLP-01
0.0%
0.1%
20.8%
78.9%
10/14/13 11:47
Baseball Field Light Poles
BLP-06
0.0%
0.1%
20.8%
79.9%
10/14/13 11:48
Baseball Field 1 Ri htfield
SD-20
0.0%
0.1%
20.8%
78.9%
10/14/13 11:50
Baseball Field 1 Bleachers
SD-19
0.0%
0.1%
20.8%
78.9%
10/14/13 11:51
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
20.8%
79.1%
10/14/13 11:53
Baseball Field 1 Leftfield
SD-17
0.0%
0.2%
20.7%
79.0%
10/14/13 11:55
Baseball Field Light Poles
BLP-07
0.0%
0.1%
20.9%
78.0%
10/14/13 11:57
Baseball Field 2 Bleachers
SD-30
0.0%
0.1%
20.8%
1 79.0%
10/14/13 11:58
Baseball Field Light Poles
BLP-02
0.0%
0.1%
20.7%
79.0%
10/14/13 12:01
Baseball Field 2 Bleachers
SD-29
0.0%
0.1%
20.8%
78.9%
10/14/13 12:10
NE Boundary Passive
MP-14
0.0%
0.4%
20.2%
78.9%
10/14/13 12:34
NE Boundary Passive
MP-15
0.0%
0.4%
20.2%
78.9%
10/14/13 12:44
NE Boundary Passive
MP-16
0.0%
0.1%
20.9%
78.9%
10/14/13 12:47
NE Boundary Passive
MP-17
0.0%
0.1%
20.9%
1 78.9%
10/14/13 12:53
NE Boundary Passive
MP-20
1 2.5%
•
19.8%
77.1%
10/14/13 12:59
10/14/1313:03
NE Boundary Passive
NE Boundary Passive
MP-32
MP-33
0.1%
'.
0.3%
20.6%
0.1%
78.8%
10/14/13 13:08
NE Boundary Passive
MP-35
0.1%
0.2%
20.8%
78.9%
10/14/13 13:17
NE Boundary Active
NE System
0.0%
0.2%
20.8%
78.8%
10/14/13 13:46
Golf Course Parking Lot
SD-31
0.0%
0.1%
21.0%
78.8%
10/14/1313:52
Clubhouse Active
SCV-7
0.0%
0.1%
21.0%
78.8%
10/14/13 13:53
Clubhouse Active
SCV-6
0.0%
0.1%
21.0%
78.8%
10/14/13 13:54
Clubhouse Active
SCV-5
0.0%
0.1%
20.9%
79.0%
10/14/13 13:55
Clubhouse Active
SCV-4
0.0%
0.1%
20.9%
79.0%
10/14/1313:57
Clubhouse Active
SCV-3
0.0%
0.1%
20.9%
79.0%
10/14/13 13:58
Clubhouse Active
SCV-2
0.0%
0.1%
20.9%
79.0%
10/14/13 13:59
Clubhouse Active
SCV-1
0.0%
0.1%
20.0%
79.0%
10/14/13 14:00
Clubhouse Passive
CHFD-04
0.0%
0.1%
21.0%
78.0%
10/14/1314:01
Clubhouse Passive
CHFD-01
0.0%
0.1%
21.0%
78.0%
10/14/13 14:03
Clubhouse Passive
CHFD-02
0.0%
0.1%
21.0%
78.0%
10/14/13 14:04
Clubhouse Passive
CHFD-05
1 0.0%
0.1%
21.0%
78.0 0
10/14/13 14:06
Clubhouse Passive
CHFD-03
0.0%
0.1%
20.9%
79.0%
10/14/13 14:13
jTyvola Rd
SD-39
0.0%
0.1%
1 20.9%
79.0%
CAR200048 Page 20 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/14/13 14:25
HWY 49 Boundary
2
0.0%
0.4%
20.6%
79.0%
10/14/13 14:28
HWY 49 Boundary
3
0.0%
0.3%
20.8%
78.9%
10/14/13 14:32
HWY 49 Boundary
4
0.0%
0.3%
20.7%
78.9%
10/14/13 14:40
HWY 49 Boundary
5
0.0%
0.4%
20.7%
78.9%
10/14/13 14:42
HWY 49 Boundary
6
0.0%
0.6%
20.1%
79.2%
10/14/13 14:46
HWY 49 Boundary
7
0.0%
0.2%
20.7%
78.6%
10/14/13 14:50
HWY 49 Bound
RW-D
0.0%
76.6%
10/14/13 14:53
HWY 49 Bound
HWY 49 Bound
RW-C
RW-B
. '
0.0%
'
19.9%
18.7%
10/14/13 14:56
78.8%
10/14/13 15:18
HWY 49 Boundary
10
0.1%
0.4%
20.8%
78.7%
10/14/13 15:20
HWY 49 Boundary
11
0.2%
0.6%
20.2%
78.7%
10/14/13 15:25
HWY 49 Boundary
HWY 49 Boundary
22
21
4.71%.
11341
0.2%
•'.
'.
20.8%
62.7%
10/14/13 15:27
76.4%
10/14/13 15:30
HWY 49 Boundary
23
0.0%
78.9%
10/14/13 15:32
10/14/13 15:34
HWY 49 Boundary
HWY 49 Boundary
24
25
2.1%
0.0%
0.3%
1'.
23.8%
76.5%
78.9%
10/14/13 15:37
HWY 49 Boundary
27
0.0%
0.2%
20.4%
78.9%
10/14/13 15:39
HWY 49 Boundary
28
0.0%
0.1%
20.9%
78.9%
10/14/13 15:41
HWY 49 Boundary
29
0.0%
0.1%
20.9%
78.9%
10/14/13 15:45
HWY 49 Boundary
30
0.0%
0.2%
20.9%
78.7%
10/14/13 15:49
South Tryon St HWY 49
SD-33
0.0%
0.1%
20.9%
78.8%
10/14/13 15:51
South Tryon St HWY 49
SD-34
0.0%
0.1%
20.8%
78.8%
10/14/13 15:53
South Tryon St HWY 49
SD-35
0.0%
0.1%
21.1%
78.8%
10/14/13 15:54
South Tryon St HWY 49
SD-36
0.0%
0.1%
1 20.9%
1 78.8%
10/14/13 15:56
South Tryon St HWY 49
SD-37
0.0%
0.1%
21.0%
78.8%
10/14/13 15:59
South Tryon St HWY 49
SD-38
0.0%
0.1%
21.0%
78.8%
10/15/13 15:30
NE Boundary Offsite
BP-5
0.0%
78.8%
10/15/13 15:34
NE Boundary Offsite
S-5
0.0%
0.7%
19.8%
79.4%
10/15/13 15:38
NE Boundary Offsite
BP-6
4.6%
'.
76.7%
10/15/13 15:45
10/15/13 15:55
NE Boundary Offsite
NE BouDdary Offsite
BP-7
S-6
0.0%
0.1%
0.4%
19.7%
79.9%
79.5%
10/15/13 15:57
NE Boundary Offsite
S-7
0.1%
0.2%
20.1%
79.4%
10/15/13 16:05
NE Boundary Offsite
S-1
0.0%
0.4%
20.3%
79.3%
10/15/13 16:08
NE Boundary Offsite
S-2
0.1%
0.3%
20.4%
79.1%
10/15/13 16:11
NE Boundary Offsite
BP-8
0.0%
0.6%
80.0%
10/15/13 16:16
NE Boundary Offsite
S-4
0.1%
0.5%
19.5%
79.5%
10/15/13 16:23
NE Boundary Offsite
S-3
0.1%
0.2%
20.5%
1 79.1%
10/15/13 16:29
NE Boundary Offsite
BP-1
0.0%
'.
'.
78.2%
10/15/13 16:33
10/15/13 16:40
10/15/13 16:45
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-2
BP-3
BP-4
0.0%
0.0%
0.0%
".
0.2%
:'.
'.
20.5%
79.9%
84.2%
79.0%
10/16/13 8:00
T vola Rd
Tunnel
0.0%
0.2%
20.3%
79.0%
10/16/13 8:16
10/16/13 8:19
Maintenance Building
Maintenance Building
BP-9
SD-32
0.0%
0.0%
0.8%
20.5%
81.0%
79.1%
10/16/13 8:25
Leatherman Golf Offsite
P-4
0.1%
0.3%
20.8%
78.9%
10/16/13 8:28
Leatherman Golf Offsite
P-3
0.0%
0.5%
20.3%
79.1%
10/16/13 8:33
Leatherman Golf Offsite
P-2
0.0%
0.2%
20.9%
78.8%
10/16/13 8:36
Leatherman Golf Offsite
P-1
0.0%
0.2%
20.9%
78.8%
10/16/13 8:40
Leatherman Golf Offsite
LGFD-01
0.0%
0.2%
20.9%
78.8%
10/16/13 8:43
Leatherman Golf Offsite
LGFD-02
0.0%
0.2%
20.9%
78.8%
10/16/13 8:50
Leatherman Golf Offsite
P-5
0.0%
0.3%
21.0%
78.7%
10/24/13 9:35
NE Boundary Offsite
BP-5
0.0%
1.3%
20.2%
78.5%
10/24/13 9:40
NE Boundary Offsite
S-5
0.0%
0.0%
21.1%
78.9%
10/24/13 9:43
NE Boundary Offsite
BP-6
0.0%
20.5%
77.8%
10/24/13 9:46
NE BouDdary Offsite
BP-7
1 0.0%
1
20.5%
78.0%
CAR200048 Page 21 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/24/13 9:51
NE Boundary Offsite
S-6
0.0%
0.0%
21.4%
78.6%
10/24/13 9:55
NE Boundary Offsite
S-7
0.0%
0.0%
21.4%
78.6%
10/24/13 10:05
NE Boundary Offsite
JC School
0.0%
0.0%
21.5%
78.5%
10/24/13 10:15
NE Boundary Offsite
BP-8
0.0%
0.6%
20.4%
79.0%
10/24/13 10:19
NE Boundary Offsite
S-4
0.0%
0.0%
21.5%
78.5%
10/24/13 10:21
NE Boundary Offsite
S-3
0.0%
0.7%
21.1%
78.2%
11/15/13 10:25
NE Boundary Active
SU-05
0.0%
0.2%
20.9%
11/15/13 10:29
NE Boundary Active
SU-06
0.4%
1.2%
20.2%
11/15/13 10:32
NE Boundary Active
SU-07
0.5%
11/15/13 10:36
NE Boundary Active
SU-02
0.3%
0.8%
20.5%
11/15/13 10:40
NE Boundary Active
SU-08
0.5%
19.8%
11/15/13 10:44
NE Boundary Active
SU-09
0.0%
1.0%
20.2%
11/15/13 10:47
NE Boundary Active
SU-10
0.0%
0.2%
21.1%
11/15/13 10:51
NE Boundary Active
SU-01
0.0%
0.0%
21.2%
11/15/13 11:35
NE Boundary Offsite
S-2
0.0%
0.3%
20.8%
11/15/13 11:36
NE Boundary Offsite
S-1
0.0%
0.2%
20.8%
11/15/13 11:40
NE Boundary Offsite
BP-8
0.0%
0.7%
20.3%
11/15/13 11:45
NE Boundary Offsite
S-4
0.0%
0.2%
20.9%
11/15/1311:46
NE Boundary Offsite
S-3
0.0%
0.1%
21.1%
11/15/13 11:51
NE Boundary Offsite
BP-5
0.0%
'.
20.1%
11/15/13 11:55
NE Boundary Offsite
S-5
0.0%
1 0.6%
20.7%
11/15/13 12:00
NE Boundary Offsite
BP-6
0.0%
0=1
11/15/13 12:02
NE Boundary Offsite
BP-7
0.0%
'.
19.5%
11/15/13 12:04
11/15/13 12:05
NE Boundary Offsite
NE Boundary Offsite
BP-6
S-6
0.0%
0.0%
0.2%
20.9%
11/15/13 12:08
NE Boundary Offsite
S-7
0.0%
0.0%
21.2%
12/19/13 13:42
NE Boundary Offsite
BP-5
0.0%
0.8%
20.0%
12/19/13 13:45
NE Boundary Offsite
S-5
0.0%
1
12/19/13 13:48
NE Boundary Offsite
BP-6
0.0%
0.7%
20.0%
12/19/13 13:50
NE Boundary Offsite
BP-7
0.0%
12/19/13 13:52
NE Boundary Offsite
S-6
0.0%
1.0%
19.6%
12/19/13 13:54
12/19/13 13:59
NE Boundary Offsite
NE Boundary Offsite
S-7
BP-8
0.0%
0.0%
0.2%
20.2%
12/19/13 14:03
NE Boundary Offsite
S-1
0.0%
rX, W/,F".
1'.
0.0%
.:'.
20.5%
12/19/13 14:05
12/19/13 14:07
NE Boundary Offsite
NE Boundary Offsite
S-2
S-3
0.0%
0.0%
12/19/13 14:09
NE Boundary Offsite
JC School Yard Culvert
0.0%
0.0%
20.5%
12/19/13 14:13
NE Boundary Offsite
BP-3
0.0%
im".
0.2%
• '.
21.0%
12/19/13 14:16
12/19/13 14:19
12/19/13 14:43
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Active
BP-4
BP-2
SU-08
0.0%
0.0%
1.n%
1/15/14 9:35
NE Boundary Passive
MP-14
0.1%
1/15/149:42
NE Boundary Passive
MP-15
0.1%
0.1%
21.1%
1/15/14 9:47
NE Boundary Passive
MP-16
0.1%
0.3%
20.8%
1/15/14 9:51
NE Boundary Passive
MP-17
0.1%
0.1%
20.9%
1/15/14 9:58
1/15/14 10:05
1/15/14 10:15
NE Bound Passive
NE BoundaryPassive
NE Bound Active
MP-20
MP-31
SU-05
0.1%
0.3%
20.8%
1/15/14 10:33
NE Bound Active
SU-03R
0.2%
0.1%
21.0%
1/15/14 10:44
NE Bound Active
SU-06
0.1%
0.1%
20.9%
1/15/14 10:53
NE BoundaryActive
SU-07
4.4%
LEM
1/15/14 11:02
1/15/14 11:08
NE Boundary Active
NE Boundary Active
SU-02
SU-08
1.7%
0.5%
IVA eyn
0.9%
19.8%
1/15/14 11:17
NE Boundary Active
SU-09
0.2%
1 1.3%
1/15/14 11:25
NE Boundary Active
SU-10
0.0%
1 0.2%
20.5%
CAR200048 Page 22 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
CH,
CO'
OZ
Balance
1/15/14 11:32
NE Boundary Active
SU-01
0.0%
0.0%
20.8%
1/15/14 11:39
NE Boundary Active
NIDj
SU-11
0.0%
0.2%
20.6%
1/15/14 11:46
NE Boundary Passive
MP-33
0.0%
0.0%
20.9%
1/15/1411:48
NE Boundary Passive
NE Boundary Offsite
MP-32
BP-5
` I
0.1%
1.0%
19.7%
1/15/14 13:19
1/15/14 13:24
NE Boundary Offsite
S-5
1.3%
1/15/14 13:29
1/15/14 13:35
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.0%
. '.
0.9%
1'
1/15/14 13:40
NE Boundary Offsite
S-6
0.0%
0.0%
20.4%
1/15/14 13:43
NE Boundary Offsite
S-7
0.0%
0.4%
19.7%
1/15/14 13:51
NE Boundary Offsite
BP-8
0.0%
0.2%
20.3%
1/15/14 13:55
NE Boundary Offsite
S-1
0.0%
1/15/14 14:00
1/15/14 14:04
NE Boundary Offsite
NE Boundary Offsite
S-2
S-4
0.0%
0.0%
0.2%
'
20.4%
1/15/14 14:10
NE Boundary Offsite
S-3
0.0%
0.0%
20.9%
1/15/14 14:19
NE Boundary Offsite
BP-1
0.0%
0.6%
20.2%
1/15/14 14:25
NE Boundary Offsite
BP-2
0.070
: V
'.
1/15/14 14:35
NE Boundary Offsite
BP-3
O.O./C
-
JEWIJL'.
1.1%
0.0%
1'.
'.
21.0%
1/15/14 14:45
1/15/14 15:09
NE Boundary Offsite
Maintenance Building
BP-4
BP-9
P-1
0.0%
0.0%
0.0%
1/15/14 15:46
Leatherman Golf Offsite
1/15/14 16:03
Leatherman Golf Offsite
P-2
:
1/15/14 16:10
Leatherman Golf Offsite
P-3
0.0%
0.3%
20.4%
1/15/14 16:15
Leatherman Golf Offsite
P-4
0.1%
0.0%
21.0%
1/15/14 16:25
Leatherman Golf Offsite
P-5
0.1%
0.0%
21.0%
1/16/14 7:40
HWY 49 Boundary
2
0.1%
1/16/14 7:44
HWY 49 Boundary
3
0.1%
0.1%
20.9%
1/16/14 7:48
HWY 49 Boundary
4
0.0%
0.2%
20.6%
1/16/14 7:51
HWY 49 Boundary
5
0.1%
0.1%
21.1%
1/16/14 7:55
HWY 49 Boundary
6
0.1%
0.2%
20.8%
1/16/14 7:58
HWY 49 Boundary
7
0.1%
0.1%
21.3%
1/16/14 8:05
1/16/14 8:08
HWY 49 Bound
HWY 49 Bound
RW-13
RW-C
RW-D
9
.'.
0.1%
'.
0.1%
.'.
21.3%
1/16/14 8:13
1/16/14 8:18
HWY 49 Bound
HWY 49 Boundary
1/16/14 8:20
HWY 49 Boundary
10
0.2%
0.1%
21.3%
1/16/14 8:23
HWY 49 Boundary
11
0.2%
0.2%
21.3%
1/16/14 8:27
HWY 49 Boundary
21
1.2%
0.6%
20.9%
1/16/14 8:31
HWY 49 Bound
22
0.2%
0.2%
1 21.1 %
1/16/14 8:33
HWY 49 Boundary
23
0.2%
21.2%
1/16/14 8:37
1/16/14 8:41
HWY 49 Bound
HWY 49 Boundary
24
25
0.2%
0.2%
21.0%
1/16/14 8:44
HWY 49 Boundary
27
0.2%
0.5%
20.5%
1/16/14 8:49
HWY 49 Boundary
28
0.1%
0.2%
20.9%
1/16/14 8:53
HWY 49 Boundary
29
0.2%
0.4%
1/16/14 9:00
HWY 49 Boundary
30
0.2%
0.2%
20.5%
1/16/14 9:04
South Tryon St HWY 49
SD-33
0.2%
0.1%
21.0%
1/16/14 9:08
South Tryon St HWY 49
SD-34
0.1%
0.1%
20.9%
1/16/14 9:11
South Tryon St HWY 49
SD-35
0.2%
0.1%
20.9%
1/16/14 9:15
South Tryon St HWY 49
SD-36
0.1%
0.1%
20.9%
1/16/14 9:20
South Tryon St HWY 49
SD-37
0.1%
0.1%
20.9%
1/16/14 9:22
South Tryon St HWY 49
SD-38
0.1%
0.1%
20.9%
1/21/14 9:59
NE Boundary Active
SU-03R
1 0.0%
0.1%
20.4%
1/21/14 10:07
NE Boundary Active
SU-05
0.2%
0.6%
20.4%
1/21/14 10:13
NE Boundary Active
SU-06
0.1%
1 0.5%
20.4%
CAR200048 Page 23 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
Oz
Balance
1/21/14 10:22
NE Bound Active
SU-07
•'.
1/21/14 10:28
NE Bound Active
SU-08
4.2%
1',
".
0.3%
. �'.
'.
19.7%
1/21/14 10:34
1/21/14 10:39
1/21/14 10:44
NE BoundaryActive
NE Boundary Active
NE Boundary Active
SU-09
SU-09
SU-10
1.6%
1.6%
0.0%
1/21/14 10:51
NE Boundary Active
SU-01
0.0%
0.1%
20.5%
1/21/1410:55
NE Boundary Active
SU-11
0.0%
0.1%
20.8%
1/21/14 11:12
NE Boundary Offsite
BP-8
0.0%
0.4%
20.9%
1/21/14 11:14
NE Boundary Offsite
S-1
0.0%
1.0%
19.5%
1/21/14 11:16
NE Boundary Offsite
S-2
0.0%
1.1%
1/21/14 11:18
NE Boundary Offsite
S-4
0.0%
0.4%
19.9%
1/21/14 11:20
NE Boundary Offsite
S-3
0.0%
0.1%
20.7%
1/21/14 11:26
NE Boundary Offsite
BP-5
0.0%
1.3%
19.6%
1/21/14 11:30
NE Boundary Offsite
S-5
0.4%
1/21/14 l 1:32
1/21/14 11:35
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.1%
0.71k
20.1%
1/21/14 11:38
NE Boundary Offsite
S-6
0.1%
0.1%
20.6%
1/21/14 11:40
NE Boundary Offsite
S-7
0.9%
1/21/1412:28
Clubhouse Passive
CHFD-04
0.0%
0.1%
20.7%
1/21/14 12:29
Clubhouse Passive
CHFD-02
0.0%
0.1%
20.7%
1/21/14 12:31
Clubhouse Passive
CHFD-03
0.0%
0.0%
20.7%
1/21/14 12:33
Clubhouse Passive
CHFD-05
0.0%
0.0%
20.7%
1/21/14 12:35
Clubhouse Active
SCV-1
0.0%
0.0%
20.9%
1/21/14 12:38
Clubhouse Active
SCV-2
0.0%
0.0%
20.9%
1/21/14 12:41
Clubhouse Active
SCV-4
0.4%
0.3%
20.8%
1/21/14 12:43
Clubhouse Active
SCV-5
1.9%
. .
1 20.1%
1/21/1412:46
Clubhouse Active
SCV-3
2.3%
20.1%
1/21/14 12:48
Clubhouse Active
SCV-6
0.8%
0.6%
20.6%
1/21/14 12:50
Clubhouse Active
SCV-7
0.0%
0.1%
21.0%
1/21/14 13:01
Golf Course Parking Lot
SD-31
0.0%
0.0%
21.0%
1/21/14 13:58
Soccer Light Poles
SLP-03
0.0%
0.0%
20.4%
1/21/14 14:00
Soccer Fields Parking Lot
SD-07
0.2%
0.1%
20.4%
1/21/14 14:01
Soccer Light Poles
SLP-02
0.0%
0.1%
20.5%
1/21/14 14:02
Soccer Light Poles
SLP-01
0.0%
0.0%
20.5%
1/21/14 14:03
Soccer Fields Parking Lot
SD-08
0.0%
0.1%
20.5%
1/21/14 14:04
Soccer Fields Parking Lot
SD-09
0.0%
0.1%
20.5%
1/21/14 14:06
Soccer Field 1
SD-10
0.0%
0.0%
20.6%
1/21/14 14:07
Soccer Light Poles
SLP-04
0.0%
0.0%
20.6%
1/21/14 14:08
Soccer Light Poles
SLP-05
0.0%
0.0%
20.7%
1/21/14 14:10
Soccer Light Poles
SLP-08
0.0%
0.0%
20.6%
1/21/14 14:11
Soccer Field 2
SD-13
0.0%
0.1%
20.5%
1/21/14 14:12
Soccer Light Poles
SLP-09
0.0%
0.0%
20.8%
1/21/14 15:45
NE Boundary Offsite
BP-6
1.9%
In
�Uzl
1/21/14 15:55
1/21/14 15:57
NE Boundary Offsite
NE Boundary Offsite
BP-6
S-5
1.9%
0.1%
0.1%
1
20.6%
1/22/14 8:38
NE Boundary Offsite
BP-6
0.0%
20.9%
1/22/14 8:52
Soccer Field 2
SD-12
0.0%
0.0%
20.6%
1/22/14 8:54
Soccer Light Poles
SLP-10
0.0%
0.0%
20.6%
1/22/14 8:56
Soccer Field 1
SD-11
0.0%
0.1%
20.6%
1/22/14 8:58
Soccer Light Poles
SLP-06
0.0%
0.0%
20.6%
1/22/14 9:00
Soccer Light Poles
SLP-07
0.0%
0.1%
21.8%
1/22/14 9:02
Baseball Field Light Poles
BLP-25
0.0%
0.0%
22.1%
1/22/14 9:03
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
22.0%
1/22/14 9:04
Baseball Field Light Poles
BLP-24
0.0%
0.0%
22.0%
1/22/14 9:06
1 Baseball Field Light Poles
BLP-23
0.0%
1 0.1%
1 22.1%
CAR200048 Page 24 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/22/14 9:07
Baseball Field Scoreboards
BSB-3
0.0%
0.1%
22.1%
1/22/14 9:08
Baseball Field Light Poles
BLP-22
0.0%
0.1%
22.0%
1/22/14 9:10
Baseball Field Light Poles
BLP-21
0.0%
0.1%
22.1%
1/22/14 9:11
Baseball Field Light Poles
BLP-20
0.0%
0.1%
22.1%
1/22/14 9:12
Baseball Field Light Poles
BLP-19
0.0%
0.1%
22.1%
1/22/14 9:14
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
22.1%
1/22/14 9:15
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
22.1%
1/22/14 9:16
Baseball Fields Parking Lot
SD-03
0.0%
0.1%
22.1%
1/22/14 9:18
Baseball Fields Parking Lot
SD-04
0.0%
0.1%
22.0%
1/22/14 9:19
Baseball Field Scoreboards
BSB-2
0.0%
0.1%
22.1%
1/22/14 9:21
Baseball Field Light Poles
BLP-19
0.0%
0.1%
22.1%
1/22/14 9:22
Baseball Field Light Poles
BLP-17
0.0%
0.1%
22.0%
1/22/14 9:23
Baseball Field Light Poles
BLP-16
0.0%
0.1%
22.0%
1/22/14 9:25
Baseball Field Light Poles
BLP-15
0.0%
0.1%
22.1%
1/22/14 9:26
Baseball Field Scoreboards
BSB-1
0.0%
0.1%
22.0%
1/22/14 9:28
Baseball Field Light Poles
BLP-14
0.0%
0.1%
22.1%
1/22/14 9:30
Baseball Field Light Poles
BLP-13
0.0%
0.1%
22.1%
1/22/14 9:31
Baseball Fields Parking Lot
SD-05
0.0%
0.1%
22.0%
1/22/14 9:32
Baseball Fields Parking Lot
SD-06
0.0%
0.1%
22.0%
1/22/14 9:33
Baseball Field Light Poles
BLP-12
0.0%
0.1%
22.0%
1/22/14 9:35
Baseball Field Light Poles
BLP-11
0.0%
0.1%
21.9%
1/22/14 9:36
Baseball Field Scoreboards
BSB-5
0.0%
0.1%
21.9%
1/22/14 9:37
Baseball Field Light Poles
BLP-30
0.0%
0.1%
21.9%
1/22/14 9:38
Baseball Field Light Poles
BLP-29
0.0%
0.1%
21.9%
1/22/14 9:40
Baseball Field Light Poles
BLP-28
0.0%
0.1%
21.9%
1/22/14 9:41
Baseball Field Light Poles
BLP-27
0.0%
0.1%
21.9%
1/22/14 9:42
Baseball Field Scoreboards
BSB-4
0.0%
0.1%
22.0%
1/22/14 9:44
Baseball Field 4 Outfield
SD-16
0.0%
0.1%
22.0%
1/22/14 9:45
Baseball Field Light Poles
BLP-26
0.0%
0.1%
22.0%
1/22/14 9:46
Baseball Field 4 Outfield
SD-15
0.0%
0.1%
22.0%
1/22/14 9:55
Baseball Field Light Poles
BLP-07
0.0%
0.1%
21.8%
1/22/14 9:56
Baseball Field 1 Leftfield
SD-17
0.0%
0.1%
21.8%
1/22/14 9:57
Baseball Field Light Poles
BLP-02
0.0%
0.1%
21.8%
1/22/14 9:58
Baseball Field 2 Bleachers
SD-30
0.0%
0.1%
21.8%
1/22/14 10:00
Baseball Field 2 Bleachers
SD-29
0.0%
0.1%
21.8%
1/22/14 10:01
Baseball Field Light Poles
BLP-08
0.0%
0.1%
21.9%
1/22/14 10:02
Baseball Field Light Poles
BLP-30
0.0%
0.1%
21.9%
1/22/14 10:04
Baseball Field 3 Bleachers
SD-28
0.0%
0.1%
21.9%
1/22/14 10:05
Baseball Field 3 Bleachers
SD-27
0.0%
0.1%
21.8%
1/22/14 10:06
Baseball Field 4 Ri htfield
SD-26
0.0%
0.1%
21.8%
1/22/14 10:08
Baseball Field Light Poles
BLP-09
0.0%
0.1%
21.9%
1/22/14 10:09
Baseball Field Light Poles
BLP-04
0.0%
0.1%
21.9%
1/22/14 10:10
Baseball Field 4 Bleachers
SD-25
0.0%
0.1%
21.8%
1/22/14 10:11
Baseball Field 4 Bleachers
SD-24
0.0%
0.1%
21.8%
1/22/14 10:12
Baseball Field 4 Leftfield
SD-23
0.0%
0.1%
21.8%
1/22/14 10:14
Baseball Field Light Poles
BLP-10
0.0%
0.1%
21.8%
1/22/14 10:15
Baseball Field Light Poles
BLP-05
0.0%
0.1%
21.8%
1/22/14 10:16
Baseball Field 5 Bleachers
SD-22
0.0%
0.1%
21.9%
1/22/14 10:17
Baseball Field 5 Bleachers
SD-21
0.0%
0.1%
21.9%
1/22/14 10:18
Baseball Field 1 Bleachers
SD-19
0.0%
0.1%
21.9%
1/22/14 10:20
Baseball Field Light Poles
BLP-01
0.0%
0.1%
1 21.8%
1/22/14 10:21
Baseball Field 1 Rightfield
SD-20
0.0%
0.1%
21.8%
1/22/14 10:22
Baseball Field Light Poles
BLP-06
0.0%
0.1%
21.9%
1/22/14 10:24
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
21.8%
1/22/14 10:35
1NE Boundary Offsite
BP-6
0.0%
21.1%
CAR200048 Page 25 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
2/24/14 0:00
NE Boundary Offsite
BP-1
0.0%
0.0%
21.0%
78.9%
2/24/14 0:00
NE Boundary Offsite
BP-2
0.0%
0.0%
21.0%
78.9%
2/24/14 0:00
NE Boundary Offsite
BP-3
0.0%
0.0%
21.0%
78.9%
2/24/14 0:00
NE Boundary Offsite
BP-4
0.0%
0.0%
21.1%
78.8%
2/24/14 0:00
NE Boundary Offsite
BP-5
0.0%
0.0%
21.3%
78.6%
2/24/14 0:00
NE Boundary Offsite
BP-6
0.0%
0.0%
21.4%
78.5%
2/24/14 0:00
NE Boundary Offsite
BP-7
0.0%
0.0%
21.4%
78.5%
2/24/14 0:00
NE Boundary Offsite
BP-8
0.0%
0.0%
21.4%
78.5%
2/24/14 0:00
NE Boundary Offsite
S-1
0.0%
0.0%
20.7%
79.2%
2/24/14 0:00
NE Boundary Offsite
S-2
0.0%
0.0%
20.8%
79.1%
2/24/14 0:00
NE Boundary Passive
MP-20
0.2%
0.0%
20.9%
78.8%
2/24/14 0:00
NE Boundary Passive
MP-32
1.1%
0.1%
20.2%
78.6%
2/24/14 0:00
NE Boundary Offsite
S-3
0.0%
0.0%
20.8%
79.1%
2/24/14 0:00
NE Boundary Offsite
S-4
0.0%
0.0%
20.8%
79.1%
2/24/14 0:00
NE Boundary Offsite
S-5
0.1%
0.0%
21.3%
78.5%
2/24/14 0:00
NE Boundary Offsite
S-6
0.0%
0.0%
21.4%
78.5%
2/24/14 0:00
NE Boundary Offsite
S-7
0.0%
0.0%
21.4%
78.5%
3/13/14 10:22
NE Boundary Offsite
S-1
0.0%
0.0%
21.1%
78.8%
3/13/14 10:25
NE Boundary Offsite
S-2
0.0%
0.0%
21.1%
78.5%
3/13/14 10:30
NE Boundary Offsite
BP-8
0.0%
0.0%
21.2%
78.7%
3/13/14 10:34
NE Boundary Offsite
S-3
0.0%
0.0%
21.4%
78.5%
3/13/14 10:36
NE Boundary Offsite
S-4
0.0%
0.2%
21.3%
78.4%
3/13/14 10:43
NE Boundary Offsite
BP-1
0.0%
0.4%
21.5%
78.0%
3/13/14 10:47
NE Boundary Offsite
BP-2
0.0%
0.5%
21.5%
77.9%
3/13/14 10:53
NE Boundary Offsite
BP-3
0.0%
1.3%
1 21.0%
77.6%
3/13/14 10:59
NE Boundary Offsite
BP-4
0.0%
1.1%
21.2%
77.6%
3/13/14 11:11
NE Boundary Offsite
BP-5
0.0%
0.2%
21.6%
78.1%
3/13/14 11:14
NE Boundary Offsite
BP-6
0.0%
20.2%
75.3%
3/13/14 11:16
NE Boundary Offsite
S-5
0.0%
0.1%
21.7%
78.1%
3/13/14 11:19
NE Boundary Offsite
BP-7
0.0%
0.3%
21.5%
1 78.1%
3/13/14 11:22
NE Boundary Offsite
S-6
0.0%
0.1%
1 21.6%
78.3%
3/13/14 11:25
NE Boundary Offsite
S-7
0.0%
0.0%
21.7%
78.2%
3/13/14 11:42
NE Boundary Passive
MP-32
BP-8
FZfflw
0.0%
0.0%
20.9%
55.817c
79.1%
3/27/14 9:54
NE Boundary Offsite
3/27/14 9:58
NE Boundary Offsite
S-1
0.0%
0.0%
21.0%
78.9%
3/27/14 10:02
NE Boundary Offsite
S-2
0.0%
0.0%
21.0%
79.0%
3/27/14 10:05
NE Boundary Offsite
S-3
0.0%
0.0%
21.0%
78.9%
3/27/14 10:12
NE Boundary Offsite
BP-1
0.0%
0.0%
21.1%
78.8%
3/27/14 10:15
NE Boundary Offsite
BP-2
0.0%
0.0%
21.1%
78.8%
3/27/14 10:20
NE Boundary Offsite
BP-3
0.0%
0.9%
21.0%
78.0%
3/27/14 10:24
NE Boundary Offsite
BP-4
0.0%
1.0%
20.8%
78.1%
3/27/14 10:30
NE Boundary Offsite
BP-5
0.0%
0.1%
21.3%
78.5%
3/27/14 10:33
3/27/14 10:35
3/27/14 10:38
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
BP-7
0.0%
0.0%
0.0%
1
0.0%
21.1%
80.0%
76.6%
78.8%
3/27/14 10:41
NE Boundary Offsite
S-4
0.0%
0.0%
21.3%
78.6%
3/27/14 10:44
NE Boundary Offsite
S-6
1 0.0%
0.0%
21.2%
78.7%
3/27/14 10:46
NE Boundary Offsite
S-7
0.0%
0.0%
20.8%
79.1%
3/27/14 10:55
NE Boundary Passive
MP-32
54.6%
4/9/14 0:00
T vola Rd
Tunnel
0.0%
0.0%
21.5%
78.5%
4/9/14 8:54
Soccer Light Poles
SLP-03
0.0%
0.0%
21.2%
78.8%
4/9/14 8:56
Soccer Light Poles
SLP-02
0.0%
0.0%
21.1%
78.9%
8:58
Soccer Light Poles
SLP-01
0.0%4/9/14
0.0%
21.1%
78.9%
4/9/14 9:01
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
21.0%
79.0%
4/9/14 9:04
Soccer Fields Parking Lot
SD-08
T 6.6%
6.6%
21.1%
78.9%
CAR200048 Page 26 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/9/14 9:06
Soccer Fields Parkin Lot
SD-07
0.0%
0.0%
21.1%
78.9%
4/9/14 9:09
Soccer Light Poles
SLP-04
0.0%
0.0%
21.1%
78.9%
4/9/14 9:12
Soccer Field 1
SD-10
0.0%
0.0%
21.1%
78.9%
4/9/14 9:15
Soccer Light Poles
SLP-05
0.0%
0.0%
21.1%
78.9%
4/9/14 9:17
Soccer Field 1
SD-11
0.1%
0.0%
21.1%
78.8%
4/9/14 9:19
Soccer Light Poles
SLP-06
0.0%
0.0%
21.1%
78.9%
4/9/14 9:21
Soccer Light Poles
SLP-07
0.0%
0.0%
21.2%
78.8%
4/9/14 9:24
Soccer Light Poles
SLP-08
0.0%
0.0%
21.2%
78.8%
4/9/14 9:26
Soccer Field 2
SD-13
0.1%
0.0%
21.1%
78.8%
4/9/14 9:28
Soccer Light Poles
SLP-09
0.0%
0.0%
21.2%
1 78.8%
4/9/14 9:30
Soccer Field 2
SD-12
0.0%
0.0%
21.1%
78.9%
4/9/14 9:32
Soccer Light Poles
SLP-10
0.0%
0.0%
21.2%
78.7%
4/9/14 9:34
Baseball Field Light Poles
BLP-25
0.0%
0.0%
21.2%
78.8%
4/9/14 9:36
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.1%
78.9%
4/9/14 9:38
Baseball Field Light Poles
BLP-24
0.1%
0.0%
21.3%
78.5%
4/9/14 9:40
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.4%
78.6%
4/9/14 9:41
Baseball Field Scoreboards
BSB-3
0.0%
0.0%
21.4%
78.6%
4/9/14 9:42
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.4%
78.6%
4/9/14 9:44
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.3%
78.7%
4/9/14 9:45
Baseball Field Light Poles
BLP-20
0.0%
1 0.0%
21.4%
78.5%
4/9/14 9:46
Baseball Field Light Poles
BLP-19
0.0%
0.0%
21.4%
78.5%
4/9/14 9:47
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
21.4%
78.6%
4/9/14 9:48
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
21.4%
78.5%
4/9/14 9:49
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
21.4%
78.5%
4/9/14 9:50
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
21.4%
78.5%
4/9/14 9:51
Baseball Field Scoreboards
BSB-2
0.0%
0.0%
21.4%
78.5%
4/9/14 9:52
Baseball Field Light Poles
BLP-18
0.0%
0.0%
21.4%
78.6%
4/9/14 9:53
Baseball Field Light Poles
BLP-17
0.0%
0.0%
21.4%
78.6%
4/9/14 9:55
Baseball Field Light Poles
BLP-16
0.0%
0.0%
21.4%
78.6%
4/9/14 9:56
Baseball Field Light Poles
BLP-15
0.0%
0.0%
21.5%
78.4%
4/9/14 9:58
Baseball Field Scoreboards
BSB-1
0.0%
0.0%
21.4%
78.6%
4/9/14 9:59
Baseball Field Light Poles
BLP-14
0.0%
0.0%
21.4%
78.6%
4/9/14 10:03
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
21.4%
78.5%
4/9/14 10:04
Baseball Fields Parking Lot
SD-06
0.1%
0.0%
21.4%
78.5%
4/9/14 10:07
Baseball Field Light Poles
BLP-12
0.0%
0.0%
21.5%
78.5%
4/9/14 10:08
Baseball Field Light Poles
BLP-11
0.0%
0.0%
21.4%
78.5%
4/9/14 10:08
Baseball Field Light Poles
BLP-13
0.0%
0.0%
21.4%
78.6%
4/9/14 10:09
Baseball Field Scoreboards
BSB-5
0.0%
0.0%
21.4%
78.6%
4/9/14 10:10
Baseball Field Light Poles
BLP-30
0.0%
0.0%
21.4%
78.5%
4/9/14 10:12
Baseball Field Light Poles
BLP-29
0.0%
0.0%
21.4%
78.5%
4/9/14 10:14
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.4%
78.5%
4/9/14 10:15
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.5%
78.5%
4/9/14 10:16
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
21.4%
78.5%
4/9/14 10:16
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
21.5%
78.5%
4/9/14 10:18
Baseball Field Light Poles
BLP-26
0.0%
0.0%
21.4%
78.5%
4/9/14 10:20
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
21.5%
78.5%
4/9/14 10:22
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.6%
78.4%
4/9/14 10:23
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
21.6%
78.4%
4/9/14 10:24
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.5%
78.4%
4/9/14 10:25
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.6%
78.4%
4/9/14 10:27
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.6%
78.3%
4/9/14 10:29
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.6%
78.4%
4/9/14 10:30
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.6%
78.3%
4/9/14 10:32
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.6%
78.3%
4/9/14 10:33
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
21.7%
78.3%
CAR200048 Page 27 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/9/14 10:35
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.6%
78.3%
4/9/14 10:37
Baseball Field Light Poles
BLP-08
0.0%
0.0%
21.6%
78.4%
4/9/14 10:39
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.6%
78.3%
4/9/14 10:40
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.5%
78.4%
4/9/14 10:42
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.5%
78.4%
4/9/14 10:44
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.7%
78.3%
4/9/14 10:45
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
21.6%
78.4%
4/9/14 10:47
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.7%
78.3%
4/9/14 10:48
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.6%
78.3%
4/9/14 10:50
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
21.5%
1 78.5%
4/9/14 10:52
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.5%
78.5%
4/9/14 10:53
Baseball Field Light Poles
BLP-10
0.0%
0.0%
21.6%
78.3%
4/9/14 10:55
Baseball Field Light Poles
BLP-05
0.0%
0.0%
21.7%
78.4%
4/9/14 10:56
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
21.5%
78.4%
4/9/14 10:58
Baseball Field 5 Bleachers
SD-21
0.0%
1 0.0%
1 21.6%
78.3%
4/9/14 11:15
Maintenance Building
SD-32
0.0%
0.0%
21.5%
1 78.5%
4/9/14 11:18
Maintenance Building
BP-9
0.0%
'.
80.1%
4/9/14 11:20
T vola Rd
SD-39
0.2%
0.0%
21.3%
78.5%
4/9/14 11:29
Leatherman Golf Offsite
P-4
0.0%
0.0%
21.3%
78.7%
4/9/14 11:35
Leatherman Golf Offsite
P-2
0.0%
0.0%
21.3%
78.7%
4/9/14 11:40
Leatherman Golf Offsite
P-1
0.0%
0.0%
21.3%
78.7%
4/9/14 11:45
Leatherman Golf Offsite
P-3
0.0%
0.0%
20.7%
79.3%
4/9/14 11:50
Leatherman Golf Offsite
P-5
0.0%
0.0%
21.4%
78.6%
4/9/14 13:03
South Tryon St HWY 49
SD-33
0.0%
0.0%
21.2%
78.8%
4/9/14 13:05
South Tryon St HWY 49
SD-34
0.0%
0.0%
21.2%
78.8%
4/9/14 13:08
South Tryon St HWY 49
SD-35
0.0%
0.0%
21.3%
78.7%
4/9/14 13:12
South Tryon St HWY 49
SD-36
0.0%
0.0%
21.1%
78.8%
4/9/14 13:15
South Tryon St HWY 49
SD-37
0.0%
0.0%
21.2%
78.8%
4/9/14 13:18
South Tryon St HWY 49
SD-38
0.0%
0.0%
21.1%
78.8%
4/9/14 13:25
HWY 49 Boundary
2
0.0%
0.0%
21.0%
78.9%
4/9/14 13:27
HWY 49 Boundary
3
0.0%
0.0%
20.9%
79.1 %
4/9/14 13:29
HWY 49 Boundary
4
0.0%
0.0%
21.1%
78.8%
4/9/14 13:32
HWY 49 Boundary
5
0.0%
0.0%
21.1%
78.8%
4/9/14 13:34
HWY 49 Boundary
6
0.0%
0.0%
21.2%
78.8%
4/9/14 13:37
HWY 49 Boundary
7
0.0%
0.0%
21.2%
78.8%
4/9/14 13:45
HWY 49 Bound
10
0.0%
0.0%
21.4%
78.5%
4/9/14 13:50
HWY 49 Bound
11
21
'.
1 ',
71.8%
66.5%
4/9/14 13:55
HWY 49 Bound
4/9/14 14:00
4/9/14 14:10
HWY 49 Boundary22
HWY 49 Bound
23
1
0.0%
0.0%
21.3%
69.8%
78.6%
4/9/14 14:15
HWY 49 Bound
24
25
0.0%
0.0%
21.4%
63.0%
78.5%
4/9/14 14:20
HWY 49 Bound
4/9/14 14:30
HWY 49 Boundary27
0.0%
0.0%
21.1%
78.8%
4/9/14 14:35
HWY 49 Bound
28
0.0%
0.0%
21.2%
78.8%
4/9/14 14:38
HWY 49 Bound
29
0.0%
0.0%
21.1%
78.9%
4/9/14 14:42
HWY 49 Boundary
30
0.0%
0.0%
21.1%
78.9%
4/9/14 14:50
4/9/14 14:55
HWY 49 Boundary
HWY 49 Bound
RW-B
RW-C
.'.
1
51.2%
64.5%
4/9/14 15:00
HWY 49 Bound
RW-D
0.0%
20.4%
76.3%
4/9/14 15:10
Golf Course Parking Lot
SD-31
0.0%
0.0%
21.5%
78.5%
4/9/14 15:15
Clubhouse Active
SCV-1
0.0%
0.0%
21.6%
78.4%
4/9/14 15:17
Clubhouse Active
SCV-2
0.0%
0.0%
21.6%
78.4%
4/9/14 15:19
Clubhouse Active
SCV-3
0.0%
0.0%
21.6%
78.4%
4/9/14 15:22
Clubhouse Active
SCV-4
0.0%
1 0.0%
21.5%
78.5%
4/9/14 15:24
Clubhouse Active
SCV-5
0.0%
1 0.0%
21.5%
78.5%
CAR200048 Page 28 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/9/14 15:25
Clubhouse Active
SCV-6
0.0%
0.0%
21.5%
78.5%
4/9/14 15:27
Clubhouse Active
SCV-7
0.0%
0.0%
21.5%
78.5%
4/9/14 15:30
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.5%
78.5%
4/9/14 15:32
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.5%
78.5%
4/9/14 15:33
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.5%
78.5%
4/9/14 15:34
Clubhouse Passive
CHFD-04
0.0%
0.0%
21.6%
78.4%
4/9/14 15:35
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.6%
78.4%
4/10/14 8:20
NE Boundary Passive
MP-14
0.1%
0.1%
20.8%
78.9%
4/10/14 8:25
NE Boundary Passive
MP-15
0.1%
0.1%
20.8%
78.9%
4/10/14 8:30
NE Boundary Passive
MP-16
0.1%
1 0.1%
1 20.7%
1 79.0%
4/10/14 8:35
NE Boundary Passive
MP-17
0.4%
0.4%
21.0%
78.2%
4/10/14 8:40
NE Boundary Passive
NE Boundary Passive
MP-20
MP-31
-WITSW
0.0%
0.0%
21.3%
68.5%
78.7%
4/10/14 8:45
4/10/14 8:50
NE Boundary Passive
MP-32
0.1%
0.0%
21.3%
63.0%
78.6%
4/10/14 8:55
NE Boundary Passive
MP-33
4/10/14 9:00
NE Boundary Passive
MP-34
0.0%
0.0%
21.3%
78.6%
4/10/14 9:05
NE Boundary Passive
MP-35
0.0%
0.0%
21.3%
78.7%
4/10/14 9:25
NE Boundary Offsite
BP-2
0.0%
1.3%
20.8%
77.7%
4/10/14 9:30
4/10/14 9:40
NE Boundary Offsite
NE Boundary Offsite
BP-3
BP-4
0.0%
0.0%
1.0%
a
20.9%
78.0%
78.0%
4/10/14 9:49
NE Boundary Offsite
BP-5
0.0%
0.0%
21.4%
78.6%
4/10/14 9:52
NE Boundary Offsite
S-5
0.0%
0.0%
21.2%
78.7%
4/10/14 9:55
4/10/14 9:58
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.0%
0.0%
0.0%
20.2%
21.3%
76.0%
78.6%
4/10/14 10:02
NE Boundary Offsite
S-6
0.0%
0.0%
21.3%
78.6%
4/10/14 10:05
NE Boundary Offsite
S-7
0.0%
0.0%
21.3%
78.7%
4/10/14 10:10
NE Boundary Offsite
BP-8
0.0%
0.0%
21.3%
78.6%
4/10/14 10:13
NE Boundary Offsite
S-1
0.0%
0.0%
21.5%
78.5%
4/10/14 10:15
NE Boundary Offsite
S-2
0.0%
0.0%
21.4%
78.5%
4/10/14 10:18
NE Boundary Offsite
S-3
0.0%
0.0%
1 21.4%
78.5%
4/10/14 10:20
NE Boundary Offsite
S-4
0.0%
0.0%
21.5%
78.5%
4/10/14 10:50
NE Boundary Active
NE System
0.0%
0.0%
21.5%
78.5%
4/24/14 11:47
NE Boundary Active
SU-06
3.3%
'.
74.5%
4/24/14 11:59
NE Boundary Active
SU-07
1.0%
'.
77.2%
4/24/14 12:05
4/24/14 12:15
NE Boundary Active
NE Boundary Active
SU-08
SU-09
0.7%
0.0%
:'.
1.2%
19.6%
78.1%
79.1%
4/24/14 12:20
NE Boundary Active
SU-10
0.0%
0.0%
20.5%
79.5%
4/24/14 12:28
NE Boundary Active
SU-01
0.0%
0.0%
20.6%
79.3%
4/24/14 12:34
NE Boundary Active
SU-11
0.0%
0.0%
20.5%
79.5%
4/24/14 12:44
NE Boundary Active
SU-05
0.0%
0.0%
20.8%
79.1%
4/24/14 12:52
NE Boundary Active
SU-03R
0.0%
0.0%
20.6%
79.4%
4/24/14 13:02
NE Boundary Active
SU-02
0.2%
0.8%
20.5%
78.4%
4/24/14 13:08
NE Boundary Offsite
BP-7
0.1%
0.1%
20.9%
4/24/14 13:10
NE Boundary Offsite
BP-6
2.2%
OXIM'.
4/24/14 13:11
NE Boundary Offsite
BP-6
0.0%
'.
4/24/14 13:13
NE Boundary Offsite
S-5
1.7%
4/24/14 13:15
NE Boundary Offsite
BP-5
0.0%
0.3%
20.8%
4/24/14 13:18
NE Boundary Offsite
S-7
0.0%
0.0%
21.0%
4/24/14 13:20
NE Boundary Offsite
S-6
0.0%
0.0%
21.2%
4/24/14 13:22
NE Boundary Offsite
S-4
0.0%
0.1%
21.0%
4/24/14 13:27
NE Boundary Offsite
S-3
0.1%
0.0%
21.0%
4/24/14 13:30
NE Boundary Offsite
S-2
0.0%
1 0.0%
21.2%
4/24/14 13:33
NE Boundary Offsite
S-1
0.0%
0.0%
21.2%
4/24/14 13:36
NE Boundary Offsite
BP-8
0.0%
0.0%
21.0%
4/24/14 13:55
1NE Boundary Offsite
BP-2
1 0.0%
0.0%
21.0%
CAR200048 Page 29 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ Balance
4/24/14 14:00
NE Boundary Offsite
BP-3
0.0%
0.6%
20.9%
4/24/14 14:03
NE Boundary Offsite
BP-4
0.0%
0.8%
20.8%
4/24/14 14:40
NE Boundary Offsite
BP-1
0.0%
0.0%
21.8%
4/24/14 15:46
4/24/14 15:50
NE Boundary Offsite
NE Boundary Offsite
BP-6
S-5
0.0%
2.6%
'.
'.
4/24/14 17:00
NE Boundary Passive
MP-32
S-1
0.0%
.'.
0.0%
20.3%
5/12/14 13:18
NE Boundary Offsite
5/12/14 13:22
NE Boundary Offsite
S-2
0.0%
0.0%
20.4%
5/12/14 13:28
NE Boundary Offsite
S-3
0.0%
0.0%
20.2%
5/12/14 13:35
NE Boundary Offsite
BP-8
0.0%
0.0%
20.3%
5/12/1413:45
5/12/14 13:48
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-5
0.0%
1.3%
1.1%
'.
5/12/14 13:51
NE Boundary Offsite
BP-6
0.0%
0.7%
1 '
19.5%
5/12/14 13:55
NE Boundary Offsite
BP-7
0.0%
5/12/14 13:58
5/12/14 14:01
NE Boundary Offsite
NE Boundary Offsite
S-6
S-7
0.0%
0.0%
, F
1 1
5/12/14 14:04
NE Boundary Offsite
S-4
0.0%
0.5%r
19.9%
5/12/14 14:10
NE Boundary Offsite
BP-3
0.0%
1.1 r7;
'.
5/12/14 14:15
NE Boundary Offsite
BP-4
0.0%
5/12/14 14:20
5/12/14 14:25
5/12/14 14:30
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Passive
BP-2
BP-1
MP-32
0.0%
0.0%
1.2%
1.0%
�
0.8%
. '.
•'.
".
'.
'.
5/21/14 14:00
5/21/14 14:05
5/21/14 14:15
NE Boundary Offsite
NE Bound Offsite
NE Bound Offsite
BP-1
BP-2
BP-3
0.0%
0.0%
0.1%
5/21/14 14:20
NE Boundary Offsite
BP-4
0.0%
5/21/14 14:30
NE Boundary Offsite
BP-8
0.0%
0.0%
20.1%
5/21/14 14:32
NE Boundary Offsite
S-1
0.0%
0.0%
20.1%
5/21/14 14:35
NE Boundary Offsite
S-2
0.0%
0.0%
20.0%
5/21/14 14:45
NE Boundary Offsite
S-3
0.0%
0.0%
20.5%
5/21/1414:57
NE Boundary Offsite
BP-5
0.1%
5/21/14 15:02
5/21/14 15:05
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
1.0%
0.0%
20.0%
5/21/14 15:10
NE Boundary Offsite
BP-7
0.0%
5/21/14 15:13
NE Boundary Offsite
S-4
0.0%
0.2%
5/21/14 15:17
5/21/14 15:20
NE Boundary Offsite
NE Boundary Offsite
S-6
S-7
0.1%
0.1%
5/21/14 15:40
NE Boundary Passive
MP-32
6/3/14 14:25
6/3/14 14:28
6/3/14 14:34
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-5
BP-6
BP-7
0.0%
0.0%
1.2%
0.5010
0.77c
.'.
'.
• '.
21.2%
6/3/14 14:39
NE Boundary Offsite
S-5
0.0%
6/3/14 14:43
6/3/14 14:48
6/3/14 14:56
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-6
S-7
BP-8
0.0%
0.0%
0.0%
6/3/1415:00
NE Boundary Offsite
S-1
0.0%
0.0%
6/3/14 15:04
NE Boundary Offsite
S-2
0.0%
0.0%
21.0%
6/3/14 15:09
NE Boundary Offsite
S-3
0.1%
0.8%
20.2%
6/3/14 15:15
NE Boundary Offsite
S-4
0.0%
0.4%
20.5%
6/3/14 15:25
NE Boundary Offsite
BP-1
0.0%
0.0%
1 21.2%
6/3/1415:28
NE Boundary Offsite
BP-2
0.1%
0.1%
20.6%
6/3/14 15:33
NE Boundary Offsite
BP-3
0.1%
1 0.3%
20.0%
6/3/14 15:40
NE Boundary Offsite
BP-4
0.0%
0.0%
21.0%
6/3/14 15:50
6/18/14 14:45
NE Boundary Passive
NE Boundary Offsite
MP-32
BP-5
0.1%
0.3%
19.9%
CAR200048 Page 30 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
6/18/14 14:49
NE Bound Offsite
BP-6
3.7%
1'
'
6/18/14 14:53
NE Bound Offsite
BP-7
0.8%
6/18/14 14:56
NE Bound Offsite
S-6
0.0%
0.0%
20.8%
6/18/14 14:59
NE Bound Offsite
S-7
0.0%
0.0%
20.9%
6/18/14 15:03
NE Boundary Offsite
S-5
0.5%
0.0%
21.1%
6/18/14 15:10
NE Boundary Offsite
S-1
0.0%
6/18/14 15:14
NE Boundary Offsite
S-2
0.0%
0.0%
21.0%
6/18/14 15:19
NE Boundary Offsite
S-3
0.1%
0.5%
1 20.4%
6/18/14 15:24
NE Boundary Offsite
S-4
0.0%
0.2%
20.7%
6/18/14 15:30
NE Boundary Offsite
BP-8
0.0%
0.2%
19.8%
6/18/14 15:45
NE Boundary Offsite
BP-1
0.0%
0.1%
20.9%
6/18/14 15:50
NE Boundary Offsite
BP-2
0.1%
0.2%
20.6%
6/18/14 15:55
NE Boundary Offsite
BP-3
0.1%
0.1%
20.7%
6/18/14 16:05
NE Boundary Offsite
13P-4
0.0%
0.017(
21.1%
6/18/14 16:15
7/9/14 13:15
NE Boundary Passive
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
MP-32
BP-5
S-5
BP-6
.
0.0%
0.0%
0.4%
'.
:'.
'.
'.
".
1'.
'.
0.3%
:'.
1 :'.
".
' ".
'.
19.9%
79.3%
7/9/14 13:19
7/9/14 13:22
83.0%
79.1%
79.5%
88.5%
7/9/14 13:25
7/9/14 13:30
NE Boundary Offsite
NE Boundary Offsite
BP-7
S-6
0.0%
0.0%
0.0%
7/9/14 13:33
NE Boundary Offsite
S-7
85.0%
79.8%
7/9/14 13:45
NE Boundary Offsite
BP-8
0.0%
7/9/14 13:50
NE Boundary Offsite
S-1
0.0%
0.0%
19.9%
79.9%
7/9/14 13:55
NE Boundary Offsite
S-2
0.0%
0.0%
20.1%
79.9%
7/9/14 14:00
NE Boundary Offsite
S-4
0.0%
0.1%
20.0%
79.9%
7/9/14 14:05
NE Boundary Offsite
S-3
0.0%
0.0%
20.0%
79.9%
7/9/14 14:15
NE Boundary Offsite
BP-1
0.0%
0.1%
20.8%
79.0%
7/9/14 14:18
NE Boundary Offsite
BP-2
0.1%
0.2%
20.5%
79.2%
7/9/14 14:20
NE Boundary Offsite
BP-3
0.1%
0.1%
20.7%
79.0%
7/9/14 14:25
NE Boundary Offsite
13P-4
0.0%
0.0%
20.9%
79.0%
7/9/14 14:45
NE Boundary Passive
MP-14
0.0%
0.0%
20.7%
79.3%
7/9/14 14:50
NE Boundary Passive
MP-15
0.0%
0.0%
20.5%
79.4%
7/9/14 14:55
NE Boundary Passive
MP-16
0.0%
0.1%
19.9%
80.1%
7/9/14 15:00
NE Boundary Passive
MP-17
0.0%
0.1%
19.8%
80.0%
7/9/14 15:15
NE Boundary Active
SU-03R
0.0%
0.0%
20.6%
79.4%
7/9/14 15:25
NE Boundary Active
SU-05
0.2%
0.9%
19.8%
79.0%
7/9/14 15:35
NE Bound Active
SU-06
1.5%
'.
'.
".
''
1.0%
'.
'.
: '.
` '
19.5%
78.6%
79.0%
78.7%
78.1%
7/9/14 15:45
NE Bound Active
SU-07
0.0%
7/9/14 15:55
7/9/14 16:05
7/9/14 16:12
NE Bound Active
NE Bound Active
NE Bound Active
SU-02
SU-08
SU-09
1.0%
0.7%
0.2%
79.2%
7/9/14 16:20
NE Bound Active
SU-10
0.1%
0.2%
20.7%
78.9%
7/9/14 16:25
NE Bound Active
SU-01
0.0%
0.0%
20.8%
79.1%
7/9/14 16:30
NE Bound Active
SU-11
0.0%
0.0%
20.9%
79.0%
7/9/14 16:40
NE Bound Active
NE S stem
0.1%
0.0%
21.1%
78.8%
7/9/14 16:50
NE Boundary Passive
MP-35
0.0%
0.0%
20.9%
79.0%
7/9/14 16:55
NE Boundary Passive
MP-34
0.0%
0.0%
20.6%
79.3%
7/9/14 17:05
NE Boundary Passive
MP-33
0.1%
0.2%
20.1%
79.5%
7/9/14 17:08
7/9/14 17:15
NE Boundary Passive
NE Boundary Passive
MP-32
MP-31
1.5%
'.
'.
' :'.
59.8%
77.5%
7/9/14 17:20
7/11/14 7:05
NE Boundary Passive
Soccer Fields Parking Lot
MP-20
SD-07
0.1%
IA'.
0.0%
' WMAM
21.3%
71.9%
78.7%
7/11/14 7:07
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
21.4%
78.6%
7/11/14 7:09
Soccer Fields Parking Lot
SD-09
0.1%
0.0%
21.2%
78.8%
7/11/14 7:12
Soccer Light Poles
SLP-01
0.0%
0.0%
21.2%
78.8%
CAR200048 Page 31 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/11/14 7:15
Soccer Light Poles
SLP-02
0.0%
0.0%
21.2%
78.8%
7/11/14 7:17
Soccer Light Poles
SLP-03
0.0%
0.0%
21.2%
78.8%
7/11/14 7:19
Soccer Light Poles
SLP-06
0.0%
0.0%
21.1%
78.9%
7/11/14 7:20
Soccer Field 1
SD-11
0.0%
0.0%
20.9%
79.0%
7/11/14 7:21
Soccer Light Poles
SLP-05
0.0%
0.0%
21.1%
78.9%
7/11/14 7:23
Soccer Field 1
SD-10
0.0%
0.0%
21.0%
78.9%
7/11/14 7:25
Soccer Light Poles
SLP-04
0.0%
0.0%
21.2%
78.7%
7/11/14 7:25
Soccer Light Poles
SLP-08
0.0%
0.0%
21.3%
78.7%
7/11/14 7:30
Soccer Field 2
SD-13
0.0%
0.0%
21.1%
78.9%
7/11/14 7:31
Soccer Light Poles
SLP-09
0.0%
0.0%
21.2%
78.8%
7/11/14 7:33
Soccer Field 2
SD-12
0.0%
0.0%
21.0%
78.9%
7/11/14 7:34
Soccer Light Poles
SLP-10
0.0%
0.0%
21.3%
78.7%
7/11/14 7:36
Soccer Light Poles
SLP-07
0.0%
0.0%
21.2%
78.8%
7/11/14 7:38
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.9%
79.0%
7/11/14 7:39
Baseball Field Light Poles
BLP-26
0.0%
0.0%
21.5%
78.5%
7/11/14 7:41
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
21.5%
78.4%
7/11/14 7:43
Baseball Field Light Poles
BLP-25
0.0%
0.0%
21.5%
78.5%
7/11/14 7:45
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.1%
78.8%
7/11/14 7:46
Baseball Field Light Poles
BLP-24
0.0%
0.0%
21.4%
78.5%
7/11/14 7:48
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.6%
78.4%
7/11/14 7:50
Baseball Field Scoreboards
BSB-3
0.0%
0.0%
21.6%
78.4%
7/11/14 7:52
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.5%
78.5%
7/11/14 7:53
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.4%
78.6%
7/11/14 7:55
Baseball Field Light Poles
BLP-20
0.0%
0.0%
21.3%
78.6%
7/11/14 7:57
Baseball Field Light Poles
BLP-19
0.0%
1 0.0%
21.5%
78.5%
7/11/14 7:59
Baseball Field Scoreboards
BSB-2
0.0%
0.0%
21.4%
78.5%
7/11/14 8:01
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
21.4%
78.6%
7/11/14 8:03
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
21.3%
78.5%
7/11/14 8:05
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
21.4%
78.5%
7/11/14 8:07
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
21.2%
78.8%
7/11/14 8:10
Baseball Field Light Poles
BLP-18
0.0%
1 0.0%
21.5%
78.5%
7/11/14 8:11
Baseball Field Light Poles
BLP-17
0.0%
0.0%
21.4%
78.5%
7/11/14 8:13
Baseball Field Light Poles
BLP-16
0.0%
0.0%
21.5%
78.5%
7/11/14 8:15
Baseball Field Light Poles
BLP-15
0.0%
0.0%
21.4%
78.5%
7/11/14 8:17
Baseball Field Scoreboards
BSB-1
0.0%
0.0%
21.5%
78.5%
7/11/14 8:18
Baseball Field Light Poles
BLP-14
0.0%
0.0%
21.5%
78.5%
7/11/14 8:20
Baseball Field Light Poles
BLP-13
0.0%
0.0%
21.4%
78.5%
7/11/14 8:22
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
21.1%
78.8%
7/11/14 8:24
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
21.2%
78.7%
7/11/14 8:26
Baseball Field Light Poles
BLP-12
0.0%
0.0%
21.5%
78.5%
7/11/14 8:28
Baseball Field Light Poles
BLP-11
0.0%
1 0.0%
21.4%
78.5%
7/11/14 8:30
Baseball Field Scoreboards
BSB-5
0.0%
0.0%
21.3%
78.6%
7/11/14 8:31
Baseball Field Light Poles
BLP-30
0.0%
0.0%
21.3%
78.6%
7/11/14 8:32
Baseball Field Light Poles
BLP-29
0.0%
0.0%
21.4%
78.6%
7/11/14 8:34
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.5%
78.5%
7/11/14 8:35
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.4%
78.5%
7/11/14 8:37
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
21.4%
78.5%
7/11/14 8:42
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.5%
78.4%
7/11/14 8:44
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.4%
78.6%
7/11/14 8:46
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
21.3%
78.7%
7/11/14 8:48
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
21.0%
79.0%
7/11/14 8:50
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.2%
78.7%
7/11/14 8:52
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.4%
78.6%
7/11/14 8:54
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
20.8%
79.1%
7/11/14 8:56
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.4%
78.5%
CAR200048 Page 32 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/11/14 8:58
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.3%
78.6%
7/11/14 8:59
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
21.5%
78.5%
7/11/14 9:01
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.6%
78.4%
7/11/14 9:03
Baseball Field Light Poles
BLP-08
0.0%
0.0%
21.6%
78.4%
7/11/14 9:05
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.4%
78.6%
7/11/14 9:07
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.5%
78.4%
7/11/14 9:08
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.2%
78.7%
7/11/14 9:10
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.5%
78.5%
7/11/14 9:11
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
21.0%
79.0%
7/11/14 9:13
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.4%
78.6%
7/11/14 9:15
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.6%
78.4%
7/11/14 9:17
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
21.2%
78.8%
7/11/14 9:19
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.5%
78.5%
7/11/14 9:20
Baseball Field Light Poles
BLP-10
0.0%
0.0%
21.4%
78.5%
7/11/14 9:22
Baseball Field Light Poles
BLP-05
0.0%
1 0.0%
21.5%
78.5%
7/11/14 9:23
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
21.4%
78.5%
7/11/14 9:35
T vola Rd
Tunnel
0.0%
0.0%
21.2%
78.8%
7/11/14 9:42
Golf Course Parking Lot
SD-31
0.1%
0.0%
21.3%
78.7%
7/11/14 9:46
T vola Rd
SD-39
0.1%
0.0%
21.2%
78.6%
7/11/14 9:49
Maintenance Building
SD-32
0.0%
0.0%
21.2%
1 78.7%
7/11/14 9:53
Maintenance Building
BP-9
0.0%
80.2%
7/11/14 10:08
Clubhouse Passive
CHFD-01
0.0%
0.1%
21.5%
78.4%
7/11/14 10:10
Clubhouse Passive
CHFD-02
0.0%
0.1%
21.4%
78.4%
7/11/14 10:12
Clubhouse Passive
CHFD-03
0.0%
0.1%
21.5%
78.4%
7/11/14 10:14
Clubhouse Passive
CHFD-04
0.0%
0.0%
21.4%
78.5%
7/11/14 10:15
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.5%
78.5%
7/11/14 10:18
Clubhouse Active
SCV-1
0.0%
0.0%
21.5%
78.5%
7/11/14 10:20
Clubhouse Active
SCV-2
0.0%
0.0%
21.6%
78.4%
7/11/14 10:22
Clubhouse Active
SCV-3
0.0%
0.0%
21.5%
78.4%
7/11/14 10:24
Clubhouse Active
SCV-4
0.0%
0.0%
1 21.6%
78.3%
7/11/14 10:25
Clubhouse Active
SCV-5
0.0%
0.0%
21.6%
1 78.3%
7/11/14 10:27
Clubhouse Active
SCV-6
0.0%
0.0%
21.4%
78.5%
7/11/14 10:29
Clubhouse Active
SCV-7
0.0%
0.1%
21.4%
78.5%
7/11/14 10:38
Leatherman Golf Offsite
P-1
0.0%
'.
'.
:'.
".
0.0%
1'
'.
'.
'.
21.0%
81.4%
78.9%
78.9%
7/11/14 10:42
7/11/14 10:46
Leatherman Golf Offsite
Leatherman Golf Offsite
P-2
P-3
0.0%
0.0%
1.3%
7/11/14 10:50
Leatherman Golf Offsite
P-4
78.4%
79.0%
7/11/14 10:55
Leatherman Golf Offsite
LGFD-01
0.0%
7/11/14 10:56
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
21.1%
78.9%
7/11/14 11:05
Leatherman Golf Offsite
P-5
0.0%
0.0%
21.0%
78.9%
7/11/14 11:05
South Tryon St HWY 49
SD-33
0.0%
0.0%
21.1%
78.8%
7/11/14 11:07
South Tryon St HWY 49
SD-34
0.0%
0.0%
21.3%
78.7%
7/11/14 11:08
South Tryon St HWY 49
SD-35
0.0%
0.0%
21.2%
78.8%
7/11/14 11:10
South Tryon St HWY 49
SD-36
0.0%
0.0%
21.2%
78.8%
7/11/14 11:12
South Tryon St HWY 49
SD-37
0.0%
0.0%
21.2%
78.8%
7/11/14 11:15
South Tryon St HWY 49
SD-38
0.0%
0.0%
21.1%
78.8%
7/11/14 11:22
HWY 49 Boundary
2
0.0%
0.0%
21.3%
78.6%
7/11/14 11:25
HWY 49 Boundary
3
0.0%
0.0%
21.2%
78.7%
7/11/14 11:28
HWY 49 Boundary
4
0.0%
0.0%
21.4%
78.6%
7/11/14 11:32
HWY 49 Boundary
5
0.0%
0.0%
21.4%
78.5%
7/11/14 11:35
HWY 49 Boundary
6
0.0%
1 0.0%
21.3%
78.6%
7/11/14 11:40
HWY 49 Boundary
7
0.0%
0.0%
21.2%
78.7%
7/11/14 11:50
HWY 49 Boundary
10
0.0%
0.3%
20.7%
78.9%
7/11/14 12:00
HWY 49 Boundary
I 1
::'.
..'.
71.9%
70.8%
7/11/14 12:12
HWY 49 Boundary
21
CAR200048 Page 33 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
7/11/14 12:16
HWY 49 Bound
22
'.
68.81
7/11/14 12:20
HWY 49 Bound
23
0.2%
0.1%
21.0%
78.6%
7/11/14 12:40
HWY 49 Boundary25
0.0%
0.0%
21.2%
78.8%
7/11/14 12:55
HWY 49 Bound
27
0.0%
0.0%
21.0%
79.0%
7/11/14 13:00
HWY 49 Bound
24
28
0.0%
0.0%
21.2%
65.6%
78.8%
7/11/14 13:00
HWY 49 Bound
7/11/14 13:03
HWY 49 Boundary29
0.0%
0.0%
21.2%
78.8%
7/11/14 13:05
HWY 49 Bound
30
0.0%
0.0%
21.1%
78.8%
7/11/14 13:10
7/11/14 13:13
7/11/14 13:15
8/15/14 10:59
HWY 49 Bound
HWY 49 Bound
HWY 49 Bound
NE Bound Offsite
RW-B
RW-C
RW-D
BP-5
'.
0.1%
0.0%
'.
'.
19.6%
54.9%
61.2%
74.0%
79.0%
8/15/14 11:02
NE Bound Offsite
S-5
0.0%
0.5%c
20.1%
79.5%
8/15/14 11:05
NE Bound Offsite
BP-6
0.0%
'.
76.5%
8/15/14 11:09
NE Boundary Offsite
BP-7
0.0%
1.2%
19.5%
79.2%
8/15/14 11:15
NE Boundary Offsite
S-6
0.0%
0.1%
20.1%
79.8%
8/15/14 11:20
NE Boundary Offsite
S-7
0.0%
0.0%
20.2%
79.7%
8/15/14 11:23
NE Boundary Offsite
S-1
0.0%
0.0%
1 20.2%
1 79.7%
8/15/14 11:26
NE Boundary Offsite
S-2
0.0%
0.4%
19.5%
79.9%
8/15/14 11:28
NE Boundary Offsite
S-4
0.0%
0.2%
19.8%
79.9%
8/15/14 11:33
NE Bound Offsite
BP-8
0.0%
0.3%
• '.
80.3%
9/30/14 15:35
9/30/14 15:45
9/30/14 15:48
9/30/14 15:51
NE Bound Offsite
NE BoundaryOffsite
NE Bound Offsite
NE Bound Offsite
BP-5
BP-6
BP-7
S-4
0.0%
' '
0.0%
'.
.
0.1%
- '.
1 1'.
20.6%
9/30/14 15:54
NE Bound Offsite
S-6
0.0%
0.2%
19.7%
9/30/14 15:57
NE BoundaryOffsite
S-7
0.0%
9/30/14 16:02
NE Bound Offsite
S-1
0.0%
0.0%
21.0%
9/30/14 16:05
NE Bound Offsite
S-2
0.0%
0.0%
21.1%
9/30/14 16:09
NE Bound Offsite
BP-8
0.0%
0.2%
21.1%
9/30/14 16:14
NE BoundaryOffsite
S-3
0.0%
0.0%
20.7%
9/30/14 16:14
9/30/14 16:25
NE Bound Offsite
NE Bound Offsite
S-5
BP-1
0.0%
0.0%
,'•
0.1%
21.1%
9/30/14 16:28
NE Bound Offsite
BP-2
0.0%
0.0%
21.0%
9/30/14 16:33
NE Bound Offsite
BP-3
0.0%
0.1%
20.8%
9/30/14 16:37
NE Bound Offsite
BP-4
0.0%
0.0%
21.0%
9/30/14 16:45
10/8/14 15:35
NE Bound Passive
NE Bound Offsite
MP-32
BP-6
3.3%
1
' 1
0.9%
1 '.
1 .
20.2%
10/8/14 15:38
10/8/14 15:40
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-7
0.1%
0.0%
10/8/14 15:42
NE Boundary Offsite
S-4
0.0%
0.0%
20.7%
10/8/14 15:45
NE Boundary Offsite
S-6
0.0%
0.1%
21.0%
10/8/14 15:48
NE Boundary Offsite
S-7
0.0%
0.1%
21.1%
10/8/14 15:53
10/8/14 15:58
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-1
0.0%
0.0%
0.0%
21.2%
10/8/14 16:02
NE Boundary Offsite
S-2
0.0%
0.0%
21.1%
10/8/14 16:05
NE Boundary Offsite
S-3
0.0%
0.0%
21.0%
10/8/14 16:10
NE Boundary Offsite
BP-8
0.0%
0.3%
20.4%
10/30/14 8:45
Leatherman Golf (Offsite)
P-4
3.8%
'.
0.9%
' '.
'.
: V
1 20.1%
98.9%
78.9%
79.0%
10/30/14 8:50
Leatherman Golf Offsite
P-3
0.0%
10/30/14 8:55
10/30/14 9:05
Leatherman Golf Offsite
Leatherman Golf Offsite
P-2
P-1
0.0%
0.0%
10/30/14 9:20
Leatherman Golf (Offsite)
LGFD-01
0.0%
0.0%
21.1%
78.9%
10/30/14 9:21
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
21.2%
78.8%
10/30/14 9:45
HWY 49 Boundary
2
1 0.0%
0.0%
19.9%
80.0%
CAR200048 Page 34 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/30/14 9:50
HWY 49 Boundary
3
0.0%
0.0%
• '.
80.8%
10/30/14 9:55
HWY 49 Boundary
4
0.0%
'.
'.
0.1%
:'.
'.
209%
76.7%
77.0%
76.9%
10/30/14 10:05
10/30/14 10:10
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
5
6
7
10
11
21
22
23
0.0%
0.0%
0.0%
0.0%
10/30/14 10:15
10/30/14 10:20
HWY 49 Boundary
10/30/14 10:30
10/30/14 10:35
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
10/30/14 10:40
10/30/14 10:45
HWY 49 Boundary
78.4%
10/30/14 10:48
10/30/14 10:50
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Bound
HWY 49 Bound
HWY 49 Bound
HWY 49 Boundary
HWY 49 Boundary
24
25
RW-D
RW-C
RW-B
27
28
0.1%
0.4%
0.1%
0.1%
0.0%
'.
0.2%
'.
21.0%
78.4%
78.8%
10/30/14 10:55
10/30/14 10:58
10/30/14 11:00
10/30/14 11:05
10/30/14 11:08
10/30/14 11:15
HWY 49 Boundary
29
0.0%
0.0%
21.2%
78.8%
10/30/14 11:20
HWY 49 Boundary
30
0.0%
0.0%
21.3%
78.7%
10/30/14 11:25
South Tryon St HWY 49
SD-33
0.0%
0.0%
21.2%
78.8%
10/30/14 11:28
South Tryon St HWY 49
SD-34
0.0%
0.0%
21.1%
78.8%
10/30/14 11:30
South Tryon St HWY 49
SD-35
0.0%
0.0%
21.2%
78.7%
10/30/14 11:34
South Tryon St HWY 49
SD-36
0.0%
0.1%
21.0%
78.8%
10/30/14 11:38
South Tryon St HWY 49
SD-37
0.0%
0.1%
21.1%
78.8%
10/30/14 11:40
South Tryon St HWY 49
SD-38
0.0%
0.0%
21.3%
78.7%
10/30/14 11:45
T vola Rd
SD-39
0.0%
0.0%
21.2%
78.8%
10/30/14 11:55
Maintenance Building
SD-32
0.0%
0.0%
20.9%
79.0%
10/30/14 11:58
Maintenance Building
BP-9
0.0%
0.0%
21.0%
79.0%
10/30/14 12:00
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
20.9%
79.0%
10/30/14 12:05
Golf Course Parking Lot
SD-31
0.0%
0.0%
20.8%
79.1%
10/30/14 12: 10
T voland
Tunnel
0.0%
0.0%
20.8%
79.1%
10/30/14 12:45
Clubhouse Active
SCV-1
0.0%
0.0%
20.9%
71.0%
10/30/14 12:49
Clubhouse Active
SCV-2
0.0%
0.0%
20.7%
71.0%
10/30/14 12:51
Clubhouse Active
SCV-3
0.0%
0.1%
20.8%
79.0%
10/30/14 12:53
Clubhouse Active
SCV-4
0.1%
0.1%
20.9%
78.8%
10/30/14 12:55
Clubhouse Active
SCV-5
0.0%
0.2%
20.9%
78.8%
10/30/14 12:58
Clubhouse Active
SCV-6
0.0%
0.1%
20.7%
78.9%
10/30/14 13:00
Clubhouse Active
SCV-7
0.0%
0.2%
20.8%
78.9%
10/30/14 13:05
Clubhouse Passive
CHFD-01
0.0%
0.0%
20.8%
79.1%
10/30/14 13:07
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.7%
79.0%
10/30/14 13:09
Clubhouse Passive
CHFD-03
0.0%
0.0%
1 20.9%
1 79.0%
10/30/14 13:10
Clubhouse Passive
CHFD-04
0.0%
0.0%
20.7%
79.0%
10/30/14 13:11
Clubhouse Passive
CHFD-05
0.0%
0.0%
20.8%
79.2%
10/30/14 13:25
NE Boundary Passive
MP-14
0.0%
M.
1
10/30/14 13:30
NE Boundary Passive
MP-15
0.0%
0.6%
19.7%
10/30/14 13:35
NE Boundary Passive
MP-16
0.0%
19.8%
79.9%
10/30/14 13:43
NE Boundary Offsite
S-1
0.0%
0.2%
10/30/14 13:45
NE Boundary Offsite
S-2
0.0%
0.2%
19.7%
80.0%
10/30/14 13:50
NE Boundary Offsite
S-4
0.0%
0.5%
19.6%
79.8%
10/30/14 13:55
NE Boundary Offsite
S-3
0.0%
0.8%
79.9%
10/30/14 13:58
NE Boundary Offsite
BP-8
0.0%
1.1%
81.7%
10/30/14 14:05
NE Boundary Offsite
BP-5
0.0%
1.0%
19.7%
79.2%
10/30/14 14:08
NE Boundary Offsite
S-5
0.0%
' '.
78.9%
10/30/14 14:10
NE Boundary Offsite
BP-6
0.0%
'.
77.8%
10/30/14 14:13
1 NE BouDdary Offsite
BP-7
0.0%
1
78.4%
CAR200048 Page 35 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
10/30/14 14:15
NE Boundary Offsite
S-6
0.0%
1.2%
19.7%
79.1 1
78.0%
10/30/14 14:18
NE Boundary Offsite
S-7
0.0%
10/30/1414:25
NE Boundary Offsite
BP-1
0.0%
0.1%
20.7%
78.9%
10/30/14 14:28
NE Boundary Offsite
BP-2
0.0%
0.4%
20.1%
79.2%
10/30/14 14:35
NE Boundary Offsite
BP-3
0.0%
0.2%
20.7%
79.0%
10/30/14 14:40
NE Boundary Offsite
BP-4
0.0%
0.1%
20.8%
79.0%
10/30/14 14:55
NE Boundary Active
NE System
0.0%
0.0%
21.0%
10/30/14 15:00
NE Boundary Active
SU-11
0.0%
0.0%
20.4%
10/30/14 15:05
NE Boundary Active
SU-01
0.0%
0.0%
21.5%
10/30/14 15:15
NE Boundary Active
SU-10
0.0%
0.0%
1 20.2%
10/30/14 15:20
NE Boundary Active
SU-09
0.2%
0.5%
19.7%
10/30/14 15:25
NE Boundary Active
SU-08
0.9%
'.
10/30/14 15:30
NE Boundary Active
SU-02
0.5%
1.2%
19.8%
10/30/14 15:40
NE Boundary Active
SU-07
SU-06
SU-05
SU-03R
3.4%
1.2%
0.0%
0.2%
21.3%
10/30/14 15:45
10/30/14 15:50
10/30/14 15:55
NE Boundary Active
NE Boundary Active
NE Boundary Active
10/30/14 16:00
10/30/14 16:03
10/30/14 16:05
10/30/14 16:08
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
MP-20
MP-31
MP-32
MP-33
3.1 %
0.5%
"
0.7%
1'
19.8%
10/30/14 16:10
NE Boundary Passive
MP-34
0.0%
0.2%
21.2%
10/30/1416:15
NE Boundary Passive
MP-35
0.0%
0.4%
20.1%
10/31/14 8:44
Soccer Light Poles
SLP-03
0.0%
0.0%
20.1%
10/31/14 8:46
Soccer Light Poles
SLP-02
0.0%
0.0%
19.7%
10/31/14 8:48
Soccer Light Poles
SLP-01
0.0%
0.0%
19.9%
10/31/14 8:50
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
20.0%
10/31/14 8:53
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
20.1%
10/31/14 8:56
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
20.2%
10/31/14 8:59
Soccer Light Poles
SLP-04
0.0%
0.0%
19.8%
10/31/14 9:02
Soccer Field 1
SD-10
0.0%
0.0%
20.1%
10/31/14 9:05
Soccer Light Poles
SLP-05
0.0%
0.0%
19.9%
10/31/14 9:07
Soccer Field 1
SD-11
0.0%
0.0%
19.8%
10/31/14 9:09
Soccer Light Poles
SLP-06
0.0%
0.0%
19.8%
10/31/14 9:12
Soccer Light Poles
SLP-07
0.0%
0.0%
20.1%
10/31/14 9:15
Soccer Light Poles
SLP-08
0.0%
0.0%
20.2%
10/31/14 9:16
Soccer Field 2
SD-13
0.0%
0.0%
20.1%
10/31/14 9:20
Soccer Field 2
SD-12
0.0%
0.0%
19.9%
10/31/14 9:20
Soccer Light Poles
SLP-09
0.0%
0.0%
20.0%
10/31/14 9:23
Soccer Light Poles
SLP-10
0.0%
0.0%
19.9%
10/31/14 9:25
Baseball Field Light Poles
BLP-25
0.0%
0.0%
20.3%
10/31/14 9:27
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.4%
10/31/14 9:29
Baseball Field Light Poles
BLP-24
0.0%
0.0%
20.5%
10/31/14 9:30
Baseball Field Light Poles
BLP-23
0.0%
0.0%
20.4%
10/31/14 9:31
Baseball Field Scoreboards
BSB-3
0.0%
0.0%
20.3%
10/31/14 9:32
Baseball Field Light Poles
BLP-22
0.0%
0.0%
20.4%
10/31/14 9:34
Baseball Field Light Poles
BLP-21
0.0%
0.0%
20.5%
10/31/14 9:35
Baseball Field Light Poles
BLP-20
0.0%
0.0%
20.3%
10/31/14 9:37
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
19.8%
10/31/14 9:38
Baseball Field Light Poles
BLP-19
0.0%
0.0%
20.2%
10/31/14 9:38
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
19.9%
10/31/14 9:40
Baseball Field Scoreboards
BSB-2
0.0%
0.0%
20.1%
10/31/14 9:40
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
19.7%
10/31/14 9:41
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
19.8%
10/31/14 9:42
1 Baseball Field Light Poles
BLP-18
1 0.0%
1 0.0%
20.1%
CAR200048 Page 36 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/31/14 9:44
Baseball Field Light Poles
BLP-17
0.0%
0.0%
20.3%
10/31/14 9:45
Baseball Field Light Poles
BLP-16
0.0%
0.0%
20.2%
10/31/14 9:46
Baseball Field Light Poles
BLP-15
0.0%
0.0%
20.4%
10/31/14 9:48
Baseball Field Scoreboards
BSB-1
0.0%
0.0%
20.2%
10/31/14 9:49
Baseball Field Light Poles
BLP-14
0.0%
0.0%
20.6%
10/31/14 9:51
Baseball Field Light Poles
BLP-13
0.0%
0.0%
20.5%
10/31/14 9:53
Baseball Fields Parking Lot
SD-05
0.0%
0.9%
19.9%
10/31/14 9:54
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
20.2%
10/31/14 9:57
Baseball Field Light Poles
BLP-12
0.0%
0.0%
20.3%
10/31/14 9:58
Baseball Field Light Poles
BLP-11
0.0%
0.0%
20.4%
10/31/14 9:59
Baseball Field Scoreboards
BSB-5
0.0%
0.0%
20.3%
10/31/14 10:00
Baseball Field Light Poles
BLP-30
0.0%
0.0%
20.4%
10/31/14 10:02
Baseball Field Light Poles
BLP-29
0.0%
0.0%
20.2%
10/31/14 10:03
Baseball Field Light Poles
BLP-28
0.0%
0.0%
20.1%
10/31/14 10:05
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.1%
10/31/14 10:06
Baseball Field Light Poles
BLP-27
0.0%
0.0%
20.1%
10/31/14 10:07
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
20.4%
10/31/14 10:08
Baseball Field Light Poles
BLP-26
0.0%
0.0%
20.4%
10/31/14 10:10
Baseball Field Light Poles
BLP-06
0.0%
0.0%
20.8%
10/31/14 10:10
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.3%
10/31/14 10:12
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
20.3%
10/31/14 10:14
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
20.4%
10/31/14 10:15
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
20.0%
10/31/14 10:17
Baseball Field Light Poles
BLP-01
0.0%
0.0%
20.1%
10/31/14 10:20
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
19.9%
10/31/14 10:21
Baseball Field Light Poles
BLP-07
0.0%
0.0%
20.6%
10/31/14 10:22
Baseball Field Light Poles
BLP-02
0.0%
0.0%
20.3%
10/31/14 10:25
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
20.3%
10/31/14 10:26
Baseball Field Light Poles
BLP-08
0.0%
0.0%
20.7%
10/31/14 10:28
Baseball Field Light Poles
BLP-03
0.0%
0.0%
20.4%
10/31/14 10:30
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.5%
10/31/14 10:34
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
20.5%
10/31/14 10:35
Baseball Field Light Poles
BLP-09
0.0%
0.0%
20.7%
10/31/14 10:36
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
20.1%
10/31/14 10:38
Baseball Field Light Poles
BLP-04
0.0%
0.0%
20.7%
10/31/14 10:40
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
20.0%
10/31/14 10:42
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
20.3%
10/31/14 10:43
Baseball Field Light Poles
BLP-10
0.0%
0.0%
20.5%
10/31/14 10:45
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
20.4%
10/31/14 10:46
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
20.1%
10/31/14 10:47
Baseball Field Light Poles
BLP-05
0.0%
0.0%
20.5%
10/31/14 10:50
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
20.6%
11/20/14 8:09
NE Boundary Offsite
BP-8
0.0%
0.0%
19.7%
80.2%
11/20/14 8:10
NE Boundary Offsite
S-1
0.0%
0.0%
20.9%
79.0%
11/20/14 8:14
NE Boundary Offsite
S-2
0.0%
0.0%
21.0%
78.9%
11/20/14 8:18
NE Boundary Offsite
S-3
0.0%
0.0%
1 20.8%
1 79.1%
11/20/14 8:25
NE Boundary Offsite
S-4
0.0%
0.0%
1 20.9%
79.0%
11/20/14 8:30
NE Boundary Offsite
NE Boundary Offsite
BP-5
0.0%
0.0%
•'.
0.9%
'.
20.0%
79.0%
11/20/14 8:33
S-5
79.1%
11/20/14 8:38
NE Boundary Offsite
BP-6
3.6%
0.8%
a77.2%
19.5%
79.6%
11/20/14 8:42
NE Boundary Offsite
BP-7
0.0%
11/20/14 8:45
NE Boundary Offsite
S-6
0.0%
0.0%
20.5%
79.4%
11/20/14 8:48
NE Boundary Offsite
S-7
0.0%
0.0%
20.4%
79.5%
11/20/14 8:55
NE Boundary Offsite
BP-1
0.1%
1 0.8%
20.0%
79.0%
11/20/14 9:00
NE BouDdary Offsite
BP-2
1 0.1%
1 1.2%
19.7%
78.9%
CAR200048 Page 37 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
11/20/14 9:05
NE Boundary Offsite
BP-3
0.1%
0.3%
20.5%
79.0%
11/20/14 9:10
NE Boundary Offsite
BP-4
0.0%
0.0%
20.8%
79.1%
12/17/14 15:53
NE Boundary Offsite
BP-5
0.0%
0.1%
20.7%
79.1%
12/17/1415:56
NE Boundary Offsite
S-5
0.0%
81.4%
12/17/14 15:59
NE Boundary Offsite
BP-6
0.0%
'.
'.
'.
1'.
84.0%
78.6%
12/17/14 16:03
NE Boundary Offsite
BP-7
0.0%
12/17/14 16:06
12/17/14 16:09
NE Boundary Offsite
NE Boundary Offsite
S-6
S-7
0.0%
0.0%
1'.
0.1%
'.
20.9%
79.8%
78.9%
12/17/14 16:15
NE Boundary Offsite
S-1
0.0%
0.2%
20.7%
79.1%
12/17/14 16:18
NE Boundary Offsite
S-2
0.0%
1 0.1%
20.8%
79.0%
12/17/14 16:25
NE Boundary Offsite
S-3
0.0%
0.5%
20.6%
78.9%
12/17/14 16:28
NE Boundary Offsite
S-4
0.0%
0.2%
20.4%
79.3%
12/17/14 16:30
12/17/14 16:38
NE Boundary Offsite
NE Boundary Offsite
BP-8
BP-1
0.0%
0.0%
0.1%
21.0%
78.917c
78.9%
12/17/1416:43
NE Boundary Offsite
BP-2
0.0%
0.1%
20.9%
78.9%
12/17/14 16:48
NE Boundary Offsite
BP-3
0.0%
0.0%
21.1%
78.8%
12/17/14 16:55
NE Boundary Offsite
BP-4
0.0%
0.0%
20.9%
79.0%
1/20/15 8:45
1/20/15 9:05
1/20/15 9:20
1/20/15 9:30
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Boundary Active
MP-14
MP-16
MP-17
SU-03R
0.0%
0.1%
0.1%
0.0%
".
'.
1'.0
0.1%
• '.
' '.
21.1%
78.8%
79.4%
79.0%
78.8%
1/20/15 9:46
NE Boundary Passive
MP-15
0.0%
0.0%
21.3%
78.5%
1/20/1511:20
Clubhouse Passive
CHFD-03
0.0%
0.1%
20.6%
79.3%
1/20/15 11:25
1/20/15 11:35
Clubhouse Passive
Clubhouse Passive
CHFD-05
CHFD-02
0.0%
0.0%
0.1%
0.1%
20.8%
79.1%
79.1%
1/20/15 11:38
Clubhouse Passive
CHFD-04
0.0%
0.1%
21.0%
78.9%
1/20/15 l 1:45
1/20/15 11:50
1/20/15 11:58
1/20/15 12:01
Clubhouse Active
Clubhouse Active
Clubhouse Active
Clubhouse Active
SCV-1
SCV-4
SCV-5
SCV-6
1.0%
0.2%
0.2%
0.4%
0.2%
'.
'.
•'.
'.
77.9%
85.2%
84.3%
84.1%
0.3%
0.3%
1/20/1512:05
1/20/15 12:16
Clubhouse Active
Clubhouse Active
SCV-7
CH System
0.0%
0.2%
0.1%
0.37,
'.
. '.
83.8%
83.4%
1/20/15 12:30
Golf Course Parking Lot
SD-31
0.0%
0.0%
20.8%
79.2%
1/20/15 14:00
Maintenance BuildingSD-32
0.0%
0.1%
20.6%
79.2%
1/20/15 14:50
Leatherman Golf Offsite
LGFD-01
0.0%
0.0%
85.6%
1/20/15 14:54
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
20.9%
79.1%
1/20/15 16:00
NE Boundary Offsite
BP-5
0.0%
0.9%
19.61%,
79.6%
1/20/15 16:03
NE Boundary Offsite
S-5
0.0%
82.5%
1/20/15 16:07
1/20/15 16:20
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.7%
0.0%
'.
0.1%
20.6%
79.8%
79.3%
1/20/15 16:25
NE Boundary Offsite
S-6
0.0%
87.0%
1/20/15 16:27
NE Boundary Offsite
S-7
0.3%
1.0%
79.0%
1/21/15 9:07
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
21.6170
78.3%
1/21/15 9:11
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
21.6%
78.3%
1/21/15 9:17
Baseball Fields Parking Lot
SD-03
0.0%
1 0.1%
21.6%
78.3%
1/21/15 9:20
Baseball Fields Parking Lot
SD-04
0.0%
0.1%
21.6%
78.3%
1/21/15 9:25
Baseball Field Light Poles
BLP-18
0.0%
0.1%
21.5%
78.4%
1/21/15 9:27
Baseball Field Scoreboards
BSB-2
0.0%
0.1%
21.6%
78.3%
1/21/15 9:46
Baseball Field Light Poles
BLP-17
0.0%
0.1%
21.3%
78.6%
1/21/15 9:48
Baseball Field Light Poles
BLP-16
0.0%
0.1%
21.4%
78.5%
1/21/15 9:57
Baseball Field Light Poles
BLP-15
0.0%
0.1%
21.4%
78.5%
1/21/15 10:05
Baseball Field Scoreboards
BSB-1
0.0%
0.1%
21.5%
78.4%
1/21/15 10:10
Baseball Field Light Poles
BLP-14
0.0%
0.1%
21.5%
78.4%
1/21/15 10:14
Baseball Field Light Poles
BLP-13
0.0%
0.1%
21.5%
1 78.4%
1/21/15 10:20
1 Baseball Fields Parking Lot
SD-05
1 0.0%
0.1%
21.4%
1 78.5%
CAR200048 Page 38 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/21/15 10:23
Baseball Fields Parking Lot
SD-06
0.0%
0.1%
21.4%
78.5%
1/21/15 10:31
Baseball Field Light Poles
BLP-12
0.0%
0.1%
21.4%
78.5%
1/21/15 10:36
Baseball Field Light Poles
BLP-11
0.0%
0.1%
21.3%
78.6%
1/21/15 10:45
Baseball Field Scoreboards
BSB-5
0.0%
0.1%
21.1%
78.8%
1/21/15 10:53
Baseball Field Light Poles
BLP-29
0.0%
0.1%
21.1%
78.8%
1/21/15 10:57
Baseball Field Light Poles
BLP-30
0.0%
0.1%
21.1%
78.7%
1/21/15 11:00
Baseball Field Light Poles
BLP-28
0.0%
0.1%
21.2%
78.7%
1/21/15 11:06
Baseball Field Light Poles
BLP-27
0.0%
0.1%
21.3%
78.6%
1/21/15 11:15
Baseball Field Scoreboards
BSB-4
0.0%
0.1%
21.3%
78.6%
1/21/15 11:22
Baseball Field 4 Outfield
SD-16
0.0%
0.1%
21.2%
1 78.7%
1/21/15 11:26
Baseball Field Light Poles
BLP-26
0.0%
0.1%
21.1%
78.8%
1/21/15 11:30
Baseball Field 4 Outfield
SD-15
0.0%
0.1%
21.1%
78.8%
1/21/15 11:35
Baseball Field 4 Outfield
SD-14
0.0%
0.1%
21.1%
78.8%
1/21/15 11:36
Baseball Field Light Poles
BLP-25
0.0%
0.1%
21.1%
78.8%
1/21/15 11:41
Baseball Field Light Poles
BLP-24
0.0%
1 0.1%
21.1%
78.8%
1/21/15 11:45
Baseball Field Light Poles
BLP-23
0.0%
0.1%
21.0%
78.9%
1/21/15 11:49
Baseball Field Light Poles
BLP-21
0.0%
0.0%
20.8%
79.2%
1/21/15 11:51
Baseball Field Light Poles
BLP-22
0.0%
0.0%
20.8%
79.2%
1/21/15 11:52
Baseball Field Scoreboards
BSB-3
0.0%
0.1%
20.8%
79.2%
1/21/15 12:02
Baseball Field Light Poles
BLP-20
0.0%
0.0%
20.8%
79.2%
1/21/15 12:05
Baseball Field Light Poles
BLP-19
0.0%
1 0.0%
20.8%
79.2%
1/21/15 12:40
Baseball Field Light Poles
BLP-08
0.0%
0.0%
20.7%
79.3%
1/21/15 12:43
Baseball Field Light Poles
BLP-03
0.0%
0.0%
20.8%
79.2%
1/21/15 12:50
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.8%
79.2%
1/21/15 12:55
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
20.8%
79.2%
1/21/15 13:00
Baseball Field Light Poles
BLP-09
0.0%
0.0%
20.9%
79.1%
1/21/15 13:03
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
20.9%
79.1%
1/21/15 13:05
Baseball Field Light Poles
BLP-04
0.0%
0.0%
20.9%
79.1%
1/21/15 13:05
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
20.9%
79.1%
1/21/15 13:07
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
20.9%
79.1%
1/21/15 13:12
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
20.9%
79.1%
1/21/15 13:15
Baseball Field Light Poles
BLP-10
0.0%
0.0%
20.9%
79.1%
1/21/15 13:19
Baseball Field Light Poles
BLP-05
0.0%
0.0%
20.9%
79.1%
1/21/15 13:25
Baseball Field 5 Bleachers
SD-22
0.0%
0.1%
20.9%
79.0%
1/21/15 13:32
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
20.9%
79.1%
1/21/15 13:35
Baseball Field Light Poles
BLP-01
0.0%
0.0%
20.7%
79.3%
1/21/15 13:38
Baseball Field Light Poles
BLP-06
0.0%
1 0.0%
20.7%
79.3%
1/21/15 13:42
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
20.7%
79.2%
1/21/15 13:45
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
20.8%
19.2%
1/21/15 13:49
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
20.8%
79.1%
1/21/15 13:51
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.0%
79.0%
1/21/15 13:52
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.0%
79.0%
1/21/15 13:58
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.0%
79.0%
1/21/15 14:00
Baseball Field 2 Bleachers
SD-30
0.0%
0.1%
20.9%
78.9%
1/21/15 14:03
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.1%
78.9%
1/22/15 11:43
NE Boundary Active
SU-00
0.0%
0.1%
79.1%
1/22/15 12:03
NE Boundary Active
SU-01
0.0%
0.1%
20.8%
79.1%
1/22/15 12:17
NE Boundary Active
SU-10
0.0%
0.2%
20.6%
79.2%
1/22/15 12:40
NE Boundary Active
SU-09
0.0%
1.1%
19.5%
79.4%
1/22/15 13:00
NE Boundary Active
SU-08
0.3%
1.0%
19.7%
79.0%
1/22/15 13:18
NE Boundary Active
SU-02
0.5%
78.7%
1/22/15 13:33
NE Boundary Active
SU-07
0.9%
::'
78.3%
1/22/15 13:57
NE Boundary Active
SU-06
1.1%
19.5%
77.6%
1/22/15 14:14
NE Boundary Active
SU-05
0.0%
0.3%
20.6%
79.1%
1/22/15 15:13
NE Boundary Passive
MP-31
I
CAR200048 Page 39 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
IDitCHt,,
CO'
Oz
Balance
1/22/15 15:20
NE Bound Passive
MP-20
•
0.1%
21.8%
1.6%
0.8%
1/23/15 8:28
Soccer Li ht Poles
SLP-10
1/23/15 8:36
Soccer Li ht Poles
SLP-09
0.1%
21.8%
0.8%
1/23/15 8:40
Soccer Li ht Poles
SLP-08
0.1%
21.8%
0.8%
1/23/15 8:46
Soccer Field 2
SD-12
0.0%
0.1%
21.8%
0.8%
1/23/15 8:59
Soccer Light Poles
SLP-07
0.0%
0.1%
21.7%
0.8%
1/23/15 9:05
Soccer Light Poles
SLP-06
0.0%
0.1%
21.7%
0.8%
1/23/15 9:10
Soccer Field 1
SD-11
0.0%
0.2%
21.7%
0.8%
1/23/15 9:13
Soccer Light Poles
SLP-05
0.0%
0.1%
21.7%
0.8%
1/23/15 9:18
Soccer Field 1
SD-10
0.0%
0.1%
21.8%
1 0.8%
1/23/15 9:22
Soccer Light Poles
SLP-04
0.0%
0.1%
21.8%
0.8%
1/23/15 9:32
Soccer Light Poles
SLP-03
0.0%
0.1%
21.7%
0.8%
1/23/15 9:35
Soccer Light Poles
SLP-02
0.0%
0.1%
21.7%
0.8%
1/23/15 9:38
Soccer Light Poles
SLP-01
0.0%
0.1%
21.8%
0.8%
1/23/15 9:52
Soccer Fields Parking Lot
SD-07
0.1%
0.2%
21.7%
0.8%
1/23/15 9:54
Soccer Fields Parking Lot
SD-08
0.0%
0.1%
21.7%
0.8%
1/23/15 9:56
Soccer Fields Parking Lot
SD-09
0.0%
0.1%
21.7%
0.8%
1/23/15 13:25
Clubhouse Active
SCV-3
0.6%
1.2%
20.4%
0.8%
1/23/15 13:33
Clubhouse Active
SCV-2
0.1%
0.2%
21.0%
0.8%
1/23/15 13:54
Maintenance Building
BP-9
0.0%
1 0.2%
1 21.2%
0.8%
1/26/15 8:56
Leatherman Golf Offsite
P-5
0.0%
0.2%
21.7%
78.1%
1/26/15 9:09
Leatherman Golf Offsite
P-4
0.0%
i .'.
'.
-Move"
1'.
0.3%
'.
'.
'.
'.
21.4%
79.3%
86.7%
67.2%
79.8%
78.3%
1/26/15 9:13
1/26/15 9:31
1/26/15 9:41
Leatherman Golf Offsite
Leatherman Golf Offsite
Leatherman Golf (Offsite)
P-3
P-2
P-1
0.0%
0.0%
1/26/15 10:13
South Tryon St HWY 49
SD-33
0.0%
1/26/15 10:18
South Tryon St HWY 49
SD-34
0.0%
0.3%
21.4%
78.4%
1/26/15 10:21
South Tryon St HWY 49
SD-35
0.0%
0.2%
21.5%
78.3%
1/26/15 13:43
HWY 49 Boundary
30
0.0%
:
79.2%
1/26/15 13:55
HWY 49 Boundary
29
0.0%
0.6%
19.5%
79.6%
1/26/15 14:06
HWY 49 Boundary
28
0.0%
.'.
79.7%
1/26/15 14:13
HWY 49 Boundary
27
0.1%
0.5%
20.8%
78.7%
1/26/15 14:20
HWY 49 Bound
RW-13
RW-C
'
. ' '.
66.2%
22.5%
1/26/15 14:30
HWY 49 Bound
1/26/15 14:43
HWY 49 Boundary
RW-D
0.8%
1.2%
20.1%
77.9%
1/26/15 14:50
HWY 49 Boundary
25
0.0%
' ' '.
81.7%
1/26/15 14:55
HWY 49 Boundary
24
23
' '.
0.2%
' '.
0.4%
20.0%
12.8%
79.4%
1/26/15 15:05
HWY 49 Boundary
1/26/15 15:20
1/26/15 15:27
1/26/15 15:41
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
22
21
10
.:'.
► ',
1'.
1.1%
'.
'.
' ' '.
'.
0.4%
` ".
1 '.
•'.
N 1',
` '.
19.8%
42.0%
0.0%
0.7%
0.8%
84.2%
79.9%
1/26/15 15:49
HWY 49 Boundary
7
1/26/15 16:58
1/26/15 17:01
NE Boundary Offsite
NE Boundary Offsite
S-1
S-2
0.0%
0.0%
1/26/15 17:10
NE Boundary Offsite
S-3
0.0%
1'.
1 1'
'.
'.
1'.
'.
0.2°
•'.
'.
'.
'.
1'.
21.9%
80.1%
84.2%
78.3%
0.8%
0.8%
0.8%
0.8%
1/26/15 17:20
NE Boundary Offsite
S-4
0.0%
1/27/15 8:16
1/27/15 8:24
1/27/15 8:30
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
3
4
5
0.3%
0.0%
0.0%
1/27/15 8:35
HWY 49 Boundary
6
0.0%
1/27/15 8:48
South Tryon St HWY 49
SD-36
0.0%
1/27/15 8:51
South Tryon St HWY 49
SD-37
0.0%
0.2%
21.9%
0.8%
1/27/15 8:54
South Tryon St HWY 49
SD-38
0.0%
0.2%
21.9%
0.8%
1/27/15 9:21
T vola Rd
Tunnel
0.0%
0.2%
21.6%
0.8%
2/23/15 9:00
NE Boundary Active
NE System
1.0%
19.8%
72.5%
CAR200048 Page 40 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
2/23/15 9:30
NE Bound Active
SU-11
0.0%
0.2%
21.1%
78.7%
2/23/15 9:35
NE Bound Active
SU-01
1.0%
0.1%
21.4%
78.3%
2/23/15 9:50
NE Bound Passive
MP-39
0.1%
0.1%
21.3%
78.4%
2/23/15 10:10
NE Bound Active
SU-10
0.1%
0.1%
21.5%
78.3%
2/23/15 10:25
NE Boundary Active
SU-09
0.2%
0.7%
20.5%
78.3%
2/23/15 10:50
NE Boundary Active
SU-08
0.3%
1.0%
20.5%
77.8%
2/23/1511:05
2/23/15 11:20
NE Boundary Active
NE Boundary Active
SU-02
SU-07
SU-06
SU-05
1.7%
2.6%
3.2%
0.2%
.'.
'.
'.
0.6%
19.5%
•'.
20.4%
76.1%
75.2%
2/23/15 13:15
2/23/15 13:30
NE Boundary Active
NE Boundary Active
74.7%
78.8%
2/23/1513:45
NE Boundary Active
SU-03R
0.1%
0.1%
20.8%
78.8%
2/23/15 15:15
NE Boundary Passive
MP-36
0.0%
0.2%
20.7%
79.1%
2/23/15 15:30
NE Boundary Passive
MP-35
0.0%
0.5%
20.1%
79.2%
2/24/15 16:03
NE Boundary Offsite
BP-5
0.0%
0.9%
20.3%
78.6%
2/24/15 16:09
NE Boundary Offsite
S-5
0.2%
80.6%
2/24/15 16:20
NE Boundary Offsite
BP-6
0.0%
1
87.5%
2/24/15 16:25
NE Boundary Offsite
BP-7
0.0%
0.9%
20.9%
78.1%
2/24/15 16:30
NE Boundary Offsite
S-6
0.0%
0.3°ir,
22.0%
77.6%
2/24/15 17:05
NE Boundary Offsite
S-1
0.0%
0.7%
20.1 %
79.0%
2/24/15 17:15
NE Boundary Offsite
S-2
0.0%
0.0%
�'.
KOM..'.
0.4%
2l .3%
80.4%
79.9%
78.2%
2/24/15 17:25
NE Boundary Offsite
S-3
2/24/15 17:30
NE Boundary Offsite
S-4
0.0%
2/25/1512:40
2/25/15 12:50
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
MP-32
MP-33
GP-413
0.0%
MA NOVA
0.0%
1 1'.
5.5%
0.0%
2/25/1513:22
7.0%
2/25/15 13:22
NE Boundary Passive
GP-4S
9DWIM".
0.0%
'.
1 1',
20.7c/c
6.9%
78.0%
2/25/15 14:10
NE Boundary Passive
MP-45
2/25/15 14:12
NE Boundary Passive
DP-4
0.0%
0.1%
20.9%
78.9%
2/25/15 14:20
NE Boundary Passive
MP-31
MP-20
GP-6
MP-46
'.
1',
:'.
0.0%
'.
1'.
1 1'.
1 ',
1 1'.
21.3%
5.5%
18.0%
76.8%
78.4%
2/25/15 14:35
NE Boundary Passive
2/25/15 14:55
2/25/15 15:00
NE Boundary Passive
NE Boundary Passive
2/25/15 15:25
NE Boundary Passive
MP-48
GP-8
S-7
H-4
MP-17
0.0%
0.0%
0.0%
.'.
'.
1.0%
'.
'.
20.3%
85.2%
79.5%
2/25/15 15:40
2/25/15 15:55
2/25/15 16:27
NE Boundary Passive
NE Boundary Offsite
NE Boundary Passive
NE Boundary Passive
2/25/15 17:00
78.0%
78.6%
2/25/15 17:20
NE Boundary Passive
MP-14
0.0%
2/25/15 17:25
NE Boundary Passive
MP-15
0.0%
0.8�i,
20.5%
78.6%
2/25/15 17:30
NE Boundary Passive
MP-16
0.0%
1 •'
81.3%
3/30/15 15:40
NE Boundary Offsite
S-5
0.3%
'.
80.9%
3/30/15 15:50
NE Boundary Offsite
BP-6
4.1%
1 '.
81.3%
3/30/15 15:55
NE Boundary Offsite
BP-7
0.0%
0.5%
20.2%
79.4%
3/30/15 15:58
NE Boundary Offsite
S-6
0.0%
0.9%
'.
A.'.
1.0%
19.9%
87.2%
83.8%
79.0%
3/30/15 16:02
NE Boundary Offsite
S-7
3/30/15 16:10
NE Boundary Offsite
BP-5
0.0%
3/30/15 16:20
3/30/1516:25
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-4
S 3
S-2
0.0%
0.0%
0.0%
'.
'.
1'.
0.0%
'.
21.0%
79.9%
80.5%
3/30/15 16:32
83.3%
81.4%
78.9%
3/30/15 16:45
NE Boundary Offsite
S-1
0.0%
4/7/15 8:19
Baseball Field Light Poles
BLP-13
0.1%
4/7/15 8:21
Baseball Field Light Poles
BLP-14
0.0%
0.0%
20.9%
78.9%
4/7/15 8:23
Baseball Field Scoreboards
BSB-1
1 0.1%
0.0%
21.0%
78.8%
4/7/15 8:25
Baseball Field Light Poles
BLP-15
0.0%
0.0%
21.1%
78.8%
4/7/15 8:27
Baseball Field Light Poles
BLP-16
0.0%
0.0%
21.1%
1 78.8%
CAR200048 Page 41 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/7/15 8:30
Baseball Field Light Poles
BLP-17
0.0%
0.0%
21.2%
78.7%
4/7/15 8:32
Baseball Field Light Poles
BLP-18
0.0%
0.0%
21.2%
78.7%
4/7/15 8:34
Baseball Field Scoreboards
BSB-2
0.0%
0.0%
21.3%
78.6%
4/7/15 8:36
Baseball Field Light Poles
BLP-19
0.0%
0.0%
21.3%
78.5%
4/7/15 8:38
Baseball Field Light Poles
BLP-20
0.1%
0.0%
21.4%
78.5%
4/7/15 8:40
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.4%
78.5%
4/7/15 8:42
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.4%
78.5%
4/7/15 8:42
Baseball Field Scoreboards
BSB-3
0.0%
0.0%
21.4%
78.5%
4/7/15 8:44
Baseball Field Light Poles
BLP-23
0.1%
0.0%
21.5%
78.3%
4/7/15 8:46
Baseball Field Light Poles
BLP-24
0.0%
0.0%
21.4%
78.4%
4/7/15 8:48
Baseball Field Light Poles
BLP-25
0.1%
0.1%
21.4%
78.4%
4/7/15 8:50
Baseball Field Light Poles
BLP-26
0.1%
0.0%
21.4%
78.5%
4/7/15 8:51
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
21.4%
78.5%
4/7/15 8:52
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.4%
78.4%
4/7/15 8:54
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.4%
1 78.4%
4/7/15 8:56
Baseball Field Light Poles
BLP-29
0.1%
0.0%
21.4%
78.4%
4/7/15 8:59
Baseball Field Light Poles
BLP-30
0.0%
0.0%
21.5%
78.5%
4/7/15 9:01
Baseball Field Scoreboards
BSB-5
0.1%
0.0%
21.4%
78.5%
4/7/15 9:02
Baseball Field Light Poles
BLP-11
1.5%
76.8%
4/7/15 9:07
Baseball Field Light Poles
BLP-12
0.0%
0.1%
21.4%
78.4%
4/7/15 9:14
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
1 21.4%
78.5%
4/7/15 9:15
Baseball Fields Parking Lot
SD-05
0.9%
0.8%
21.0%
77.1%
4/7/15 9:23
Soccer Light Poles
SLP-03
0.1%
0.0%
21.4%
78.4%
4/7/15 9:29
Soccer Light Poles
SLP-02
0.1%
0.0%
21.4%
78.3%
4/7/15 9:31
Soccer Light Poles
SLP-01
0.1%
0.4%
20.6%
78.7%
4/7/15 9:37
Soccer Light Poles
SLP-05
0.0%
0.0%
21.4%
78.5%
4/7/15 9:41
Soccer Field 1
SD-10
0.1%
0.0%
21.4%
78.4%
4/7/15 9:43
Soccer Light Poles
SLP-04
0.2%
0.2%
21.3%
78.2%
4/7/15 9:45
Soccer Field 1
SD-11
0.1%
0.0%
21.4%
78.4%
4/7/15 9:46
Soccer Light Poles
SLP-06
0.0%
0.0%
21.4%
78.5%
4/7/15 9:49
Soccer Light Poles
SLP-07
0.0%
0.0%
21.4%
78.5%
4/7/15 9:51
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
21.4%
78.5%
4/7/15 9:53
Baseball Field 4 Outfield
SD-15
0.1%
0.0%
21.4%
78.5%
4/7/15 9:55
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.4%
78.5%
4/7/15 9:58
Soccer Light Poles
SLP-10
0.0%
0.0%
21.4%
78.4%
4/7/15 10:00
Soccer Light Poles
SLP-09
0.0%
0.0%
21.5%
78.4%
4/7/15 10:02
Soccer Light Poles
SLP-08
0.0%
0.0%
214.0%
78.4%
4/7/15 10:08
Soccer Fields 3/4
SD-40
0.0%
0.0%
21.4%
78.5%
4/7/1510:12
Soccer Fields 3/4
SD-41
0.1%
0.0%
21.4%
78.4%
4/7/15 10:17
Soccer Fields 3/4
SD-42
0.1%
0.0%
21.4%
78.4%
4/7/15 10:19
Soccer Fields 3/4
SD-43
0.0%
1 0.0%
21.4%
78.5%
4/7/15 10:25
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
21.5%
78.4%
4/7/15 10:26
Baseball Fields Parking Lot
SD-03
0.1%
0.0%
21.5%
78.3%
4/7/15 10:28
Baseball Fields Parking Lot
SD-02
0.1%
0.0%
21.4%
78.4%
4/7/15 11:15
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.2%
78.6%
4/7/15 11:32
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
21.1%
78.8%
4/7/15 11:35
Baseball Field Light Poles
BLP-08
0.1%
0.0%
21.2%
78.7%
4/7/15 11:37
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.2%
78.8%
4/7/15 11:39
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.2%
78.8%
4/7/15 11:40
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.2%
78.8%
4/7/15 11:43
Baseball Field 4 Ri htfield
SD-26
0.1%
0.0%
21.1%
78.7%
4/7/15 11:45
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.2%
78.6%
4/7/15 11:50
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.3%
78.7%
4/7/15 11:54
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.2%
78.7%
4/7/15 11:56
1 Baseball Field Light Poles
BLP-02
0.1%
0.0%
21.3%
78.6%
CAR200048 Page 42 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/7/15 11:58
Baseball Field 2 Bleachers
SD-30
0.1%
0.0%
21.4%
78.6%
4/7/15 12:00
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.3%
78.7%
4/7/15 12:02
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.2%
78.7%
4/7/15 12:02
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.3%
78.6%
4/7/15 12:10
Baseball Field 1 Bleachers
SD-19
0.1%
0.0%
21.3%
78.6%
4/7/15 12:12
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
21.3%
78.6%
4/7/15 12:13
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.3%
78.5%
4/7/15 12:17
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
21.3%
78.6%
4/7/15 12:20
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
21.3%
78.7%
4/7/15 12:22
Baseball Field Light Poles
BLP-05
0.0%
0.0%
21.3%
1 78.5%
4/7/15 12:24
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
21.3%
78.6%
4/7/15 12:25
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.3%
78.6%
4/7/15 12:27
Baseball Field Light Poles
BLP-10
0.1%
0.0%
21.3%
78.5%
4/7/15 12:34
Baseball Field 3 Bleachers
SD-27
0.1%
0.0%
21.2%
78.5%
4/7/15 12:41
4/7/15 12:44
4/7/15 12:46
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
41
42
43
0.0%
0.0%
1.8%
".
'.
0.0%
1 . .
'.
21.0%
79.3%
79.8%
77.0%
78.6%
4/7/15 12:52
T vola Rd
Tunnel
0.0%
4/7/1513:00
Soccer Field 2
SD-12
0.1%
0.0%
21.1%
78.7%
4/7/15 13:05
Soccer Field 2
SD-13
0.1%
0.0%
21.2%
78.6%
4/7/15 13:17
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
21.3%
78.5%
4/7/15 13:20
Soccer Fields Parking Lot
SD-08
0.1%
0.0%
21.2%
78.6%
4/7/15 13:23
Soccer Fields Parking Lot
SD-09
0.1%
0.1%
21.3%
78.5%
4/7/15 13:32
NE Boundary Passive
NE Boundary Passive
EW-1
EW-2
'.
'.
'.
1 •'.
1 1'.
1 1'.
0.0%
0.0%
4/7/15 13:38
4/7/15 13:42
NE Boundary Passive
EW-3
'.
` 1'.
LOVO
1 ".
'.
'.
1.0%
1 1',
20.0%
0.0%
70.0%
80.2%
79.0%
4/7/15 14:52
4/7/15 14:57
4/7/15 15:05
NE Boundary Passive
NE Boundary Passive
MP-17
MP-16
NE Boundary Passive
MP-15
0.0%
4/7/15 15:08
NE Boundary Passive
MP-14
0.0%
1.2%
19.7%
79.0%
4/7/15 15:13
4/7/15 15:15
NE Boundary Passive
NE Boundary Passive
NE Boundary Offsite
MP-20
MP-31
BP-3
0.0%
' 1'
0.9%
20.0%
24.6%
79.0%
4/7/15 15:35
4/7/1515:40
NE Boundary Offsite
BP-2
0.0%
79.1%
4/7/15 15:55
NE Boundary Active
NE System
0.6%
1.0%
78.3%
4/7/15 16:02
NE Boundary Passive
NE Boundary Passive
MP-32
MP-35
GP-4S
01
0.0%
1 '.
'.
1 '.
•'.
1 1',
0.0%
4/7/15 16:13
79.6%
0.9%
4/7/15 16:29
NE Boundary Passive
4/7/15 16:31
4/7/15 16:39
4/7/15 16:47
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
GP-41)
MP-48
GP-8
0.0%
. •'.
'.
'.
1
0.1%
1 '.
1 :'.
1 1',
21.2%
5.9%
77.7%
17.4%
82.1%
78.5%
4/7/15 17:05
NE Boundary Passive
GP-6
1.9%
4/8/15 8:41
Clubhouse Active
CH System
0.1%
4/8/15 8:50
4/8/15 8:55
Clubhouse Active
Clubhouse Active
SCV-1
SCV-2
1.1%
0.0%
0.0%
19.9%
21.7%
77.2%
78.3%
4/8/15 9:00
Clubhouse Active
SCV-3
0.2%
0.2%
21.6%
77.9%
4/8/15 9:03
Clubhouse Active
SCV-4
0.1%
0.1%
21.7%
780.0%
4/8/15 9:05
Clubhouse Active
SCV-5
0.1%
0.1%
21.6%
78.0%
4/8/15 9:08
Clubhouse Active
SCV-6
0.1%
0.1%
21.7%
78.0%
4/8/15 9:11
Clubhouse Active
SCV-7
0.0%
0.0%
21.8%
78.2%
4/8/15 9:15
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.8%
78.0%
4/8/15 9:17
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.8%
78.1%
4/8/15 9:18
Clubhouse Passive
CHFD-02
0.1%
0.0%
21.9%
78.0%
4/8/15 9:20
Clubhouse Passive
CHFD-01
0.0%
0.00/t
21.8%
78.0%
4/8/15 9:21
Clubhouse Passive
CHFD-04
0.0%
0.0%
21.8%
78.0%
CAR200048 Page 43 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/8/15 9:40
Golf Course Parking Lot
SD-31
0.1%
0.0%
21.6%
78.2%
4/8/15 10:02
HWY 49 Bound
RW-D
0.1%
1.2%
21.4%
77.2%
4/8/15 10:03
4/8/15 10:05
4/8/15 10:24
HWY 49 Boundary
HWY 49 Bound
HWY 49 Boundary
RW-C
RW-B
7
a Mw�`
:'.
2.1%
".
.'.
'.
.'
1'.
'.
'.
61.0%
41.9%
77.3%
79.3%
4/8/15 10:28
HWY 49 Boundary
6
0.0%
4/8/15 10:31
HWY 49 Boundary
5
0.0%
4/8/15 10:34
4/8/15 10:38
HWY 49 Boundary
HWY 49 Boundary
4
3
2
0.0%
0.0%
0.0%
1 '.
' '.
1 1'.
1 •'.
'.
79.6%
79.8%
78.0%
4/8/15 10:45
HWY 49 Boundary
4/8/15 10:55
4/8/15 11:10
4/8/15 11:25
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
10
11
21
22
'.
1'.
'.
MIN'.
''
0.0%
1 1'.
1 1'.
1 1',
11.
1 1'.
21.1%
17.7%
0.0%
0.9%
87.9%
2.2%
78.7%
4/8/15 11:32
HWY 49 Boundary
4/8/15 11:38
4/8/15 11:45
4/8/15 13:04
HWY 49 Boundary
HWY 49 Boundary
Leatherman Golf (Offsite)
23
24
LGFD-01
lwvm'.
0.0%
4/8/15 13:05
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
21.3%
78.6%
4/8/15 13:11
4/8/15 13:17
4/8/15 13:30
Leatherman Golf Offsite
Leatherman Golf Offsite
Leatherman Golf Offsite
P-4
P-3
P-2
3.2%
0.0%
0.0%
'.
'.
'.
'.
1'
".MEMEklm
0.0%
. 1'.
'.
1'.
1 1'.
:'.
20.8%
83.3%
85.7%
80.1%
81.8%
83.6%
61.217c
88.9%
83.1 %
79.0%
4/8/1513:38
Leatherman Golf Offsite
P-1
25
28
27
29
0.0%
4/8/15 13:49
4/8/15 13:59
4/8/15 14:02
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
0.0%
0.0%
-31
0.0%
4/8/15 14:05
HWY 49 Boundary
4/8/15 14:08
4/8/15 14:19
HWY 49 Boundary
South Tryon St HWY 49
30
SD-37
0.0%
0.0%
4/8/15 14:22
South Tryon St HWY 49
SD-38
0.0%
0.0%
20.8%
79.1%
4/8/15 14:26
South Tryon St HWY 49
SD-36
0.0%
0.0%
20.7%
79.2%
4/8/15 14:30
South Tryon St HWY 49
SD-35
0.0%
0.0%
20.9%
79.1%
4/8/15 14:32
South Tryon St HWY 49
SD-34
0.0%
0.0%
20.8%
1 79.1%
4/8/15 14:34
South Tryon St HWY 49
SD-33
0.0%
0.0%
20.9%
79.0%
4/8/15 14:43
T vola Rd
SD-39
0.0%
0.0%
20.7%
79.2%
4/8/15 14:46
Maintenance Building
SD-32
0.0%
0.0%
20.7%
79.4%
4/8/15 14:50
4/24/15 13:07
Maintenance Building
NE Boundary Offsite
BP-9
S-5
0.0%
1.0%
'.
' :',
. 1'.
.'.
0.5%
'.
:.'.
:'.
'''.
20.6%
80.3%
81.0%
82.2%
79.0%
78.9%
4/24/15 13:10
NE Boundary Offsite
BP-6
0.0%
4/24/1513:15
4/24/15 13:19
NE Boundary Offsite
NE Boundary Offsite
BP-7
S-6
0.0%
0.0%
4/24/15 13:32
NE Boundary Offsite
S-7
0.0%
1'.
85.7%
4/24/15 13:35
NE Boundary Offsite
BP-5
0.0%
:'.
19.7%
77.5%
4/24/15 13:44
NE Boundary Offsite
S-4
0.0%
1.0%
79.5%
4/24/15 13:46
NE Boundary Offsite
S-3
0.0%
0.7%
20.8%
78.4%
4/24/15 13:48
NE Boundary Offsite
S-2
0.0%
0.8%
80.7%
4/24/15 13:51
NE Boundary Offsite
S-1
0.0%
1'.
".
1.1%
'.
'.
'.
19.5171,
81.8%
77.5%
81.7%
79.3%
4/24/15 14:00
5/21/15 15:55
5/21/1515:55
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-8
BP-6
S-5
0.0%
1.2%
0.1%
5/21/15 15:57
NE Boundary Offsite
BP-7
4.9%
. ".
1 ',
77.4%
5/21/15 15:59
5/21/15 16:02
5/21/15 16:05
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-6
S-7
BP-5
0.1%
0.2%
0.2%
".
'.
'.
1.3%
'.
'.
".
19.7%
77.0%
85.7%
83.5%
78.8%
5/21/15 16:22
NE Boundary Offsite
S-1
0.1%
5/21/15 16:24
1NE Boundary Offsite
S-2
0.1%
0.6%
20.1%
79.2%
CAR200048 Page 44 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
5/21/15 16:26
NE Boundary Offsite
S-4
0.1%
0.4%
20.1%
79.3%
5/21/15 16:28
NE Boundary Offsite
S-3
0.2%
0.1%
20.5%
79.2%
5/21/15 16:30
NE Boundary Offsite
BP-8
0.1%
0.2%
19.9%
79.7%
7/6/15 14:25
NE Boundary Offsite
S-5
BP-6
0.0%
".
1'.
0.4%
'.
19.7°Io
79.2010
81.8%
79.8%
7/6/15 14:27
NE Boundary Offsite
0.0%
7/6/15 14:29
NE Boundary Offsite
BP-7
0.0%
7/6/15 14:33
7/6/15 14:35
7/6/15 14:37
7/6/15 15:04
7/6/15 15:06
7/6/15 15:08
NE Boundary Offsite
NE Boundary Offsite
S-6
S-7
BP-5
S-1
S-2
S-4
S-3
BP-8
SD-01
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
".
".
".
'.
1.0%
0.3%
1.0%
0.1%
'.
1'.
::'.
'.
'.
` 1'.
• 1'.
• •'.
20.7%
79.8%
82.1%
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
79.2%
79.2%
80.2%
80.6%
7/6/15 15:10
7/6/15 15:12
7/21/15 8:08
NE Boundary Offsite
NE Boundary Offsite
Baseball Fields Parking Lot
79.4%
80.0%
79.1%
7/21/15 8:10
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
20.6%
79.2%
7/21/15 8:12
Baseball Fields Parking Lot
SD-03
0.0%
0.1%
20.6%
79.2%
7/21/15 8:15
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
20.7%
79.2%
7/21/15 8:21
Baseball Field Light Poles
BLP-08
0.0%
0.0%
20.5%
79.3%
7/21/15 8:24
Baseball Field Light Poles
BLP-03
0.0%
0.0%
20.6%
79.3%
7/21/15 8:26
Baseball Field 3 Bleachers
SD-28
0.0%
0.7%
19.8%
79.4%
7/21/15 8:28
Baseball Field 2 Bleachers
SD-29
0.0%
0.3%
20.4%
79.1%
7/21/15 8:33
Baseball Field 2 Bleachers
SD-30
0.0%
0.1%
20.6%
79.3%
7/21/15 8:35
Baseball Field Light Poles
BLP-02
0.0%
0.0%
20.6%
79.3%
7/21/15 8:37
Baseball Field Light Poles
BLP-07
0.0%
0.0%
20.6%
79.3%
7/21/15 8:39
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
20.6%
79.3%
7/21/15 8:41
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
20.7%
79.2%
7/21/15 8:56
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
20.6%
79.3%
7/21/15 8:58
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
20.7%
79.2%
7/21/15 9:00
Baseball Field Light Poles
BLP-01
0.0%
0.0%
20.7%
79.2%
7/21/15 9:02
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
20.7%
79.2%
7/21/15 9:04
Baseball Field Light Poles
BLP-06
0.0%
0.0%
20.7%
79.2%
7/21/15 9:20
Baseball Field Light Poles
BLP-11
0.0%
1 0.0%
20.6%
79.2%
7/21/15 9:22
Baseball Field Scoreboards
BSB-5
1.2%
' '.
77.6%
7/21/15 9:24
Baseball Field Light Poles
BLP-30
0.0%
0.1%
20.5%
79.3%
7/21/15 9:26
Baseball Field Light Poles
BLP-29
0.0%
0.3%
20.2%
79.4%
7/21/15 9:28
Baseball Field Light Poles
BLP-28
0.0%
0.1%
20.6%
79.1%
7/21/15 9:30
Baseball Fields Parking Lot
SD-09
0.0%
0.0%
20.6%
79.3%
7/21/15 9:32
Baseball Fields Parking Lot
SD-08
0.0%
0.0%
20.6%
79.3%
7/21/15 9:34
Soccer Light Poles
SLP-01
0.0%
0.0%
20.7%
79.3%
7/21/15 9:36
Soccer Light Poles
SLP-02
0.8%
0.4%
19.7%
20.5%
77.1%
79.0%
7/21/15 9:38
Baseball Fields Parking Lot
SD-07
0.0%
7/21/15 9:40
7/21/15 9:42
Soccer Light Poles
Baseball Field Light Poles
SLP-03
BLP-27
'.
0.0%
0.0%
.
20.6%
68.5%
79.3%
7/21/15 10:10
7/21/15 10:12
Baseball Field Light Poles
Baseball Field 4 Leftfield
BLP-10
SD-23
'.
0.0%
0.0%
1'.
20.7%
58.3%
79.2%
7/21/15 10:14
Baseball Field 5 Bleachers
SD-22
0.0%
0.4%
20.4%
79.2%
7/21/15 10:16
Baseball Field Light Poles
BLP-05
2.5%
'
75.9%
7/21/15 10:18
Baseball Field 4 Bleachers
SD-24
0.0%
0.1%
20.8%
79.0%
7/21/15 10:20
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
21.0%
79.0%
7/21/15 10:22
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
21.0%
78.9%
7/21/15 10:24
Baseball Field Light Poles
BLP-26
1 0.0%
0.0%
21.0%
79.0%
7/21/15 10:28
Soccer Light Poles
SLP-04
1.0%
0.3%
20.9%
78.0%
78.7%
7/21/15 10:30
Soccer Field 1
SD-10
0.0%
7/21/15 10:32
1 Soccer Light Poles
SLP-05
71.3%
CAR200048 Page 45 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/21/15 10:34
Soccer Field 1
SD-11
0.0%
0.3%
20.8%
78.8%
7/21/15 10:36
Soccer Light Poles
SLP-06
0.0%
0.0%
20.9%
79.1%
7/21/15 10:38
Soccer Light Poles
SLP-07
0.0%
0.0%
20.7%
79.2%
7/21/15 11:12
Baseball Field Light Poles
BLP-25
0.0%
0.0%
20.5%
79.4%
7/21/15 11:14
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.4%
79.6%
7/21/15 11:16
Baseball Field Light Poles
BLP-24
0.0%
0.0%
20.3%
79.6%
7/21/15 11:16
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.6%
79.3%
7/21/15 11:18
Soccer Light Poles
SLP-08
0.0%
0.0%
20.6%
79.4%
7/21/15 11:22
Soccer Light Poles
SLP-09
0.0%
0.0%
20.4%
79.5%
7/21/15 11:26
Soccer Light Poles
SLP-10
0.0%
0.0%
1 20.6%
79.4%
7/21/15 11:28
Soccer Fields 3/4
SD-40
0.0%
0.0%
20.6%
79.4%
7/21/15 11:30
Soccer Fields 3/4
SD-41
0.0%
0.0%
20.6%
79.4%
7/21/15 11:32
Soccer Fields 3/4
SD-42
0.0%
1.2%
'
79.517c
7/21/15 11:34
Soccer Fields 3/4
SD-43
0.0%
0.1%
20.4%
79.4%
7/21/15 13:29
Baseball Fields Parkin Lot
SD-05
0.0%
0.3%
19.8%
79.8%
7/21/15 13:31
Baseball Fields Parkin Lot
SD-06
0.0%
0.0%
19.9%
80.0%
7/21/15 13:50
NE Boundary Passive
MP-14
0.0%
0.8%
:'.
81.3%
7/21/15 13:55
7/21/15 14:00
7/21/15 14:09
7/21/15 14:19
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Boundary Offsite
MP-15
MP-16
MP-17
BP-5
0.0%
0.3%
3.2%
0.0%
0.0%
' 1'
. '.
'
1.2%
:'.
".
:'.
'.
'.
82.1%
81.8%
67.9%
81.7%
79.1%
7/21/15 14:30
NE Boundary Offsite
S-5
0.0%
7/21/15 14:35
7/21/15 14:39
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.0%
0.0%
w6XIVA,
0.8%
1'.
19.7%
81.7%
79.4%
7/21/15 14:44
NE Boundary Offsite
S-6
0.0%
0.9%
19.8%
79.2%
7/21/15 14:48
NE Boundary Offsite
S-7
0.0%
82.0%
7/21/1515:15
NE Boundary Offsite
BP-2
0.0%
VIEW
79.1%
7/21/15 15:18
NE Boundary Passive
H-4
0.0%
0.9%
19.9%
79.1%
7/21/15 15:26
NE Boundary Offsite
BP-3
0.0%
0.1%
20.6%
79.6%
79.3%
7/21/15 15:38
NE Boundary Offsite
S-3
0.0%
7/21/1515:41
NE Boundary Offsite
S 4
0.0%
0.2%
20.1%
79.6%
7/21/15 15:43
NE Boundary Offsite
BP-8
0.0%
0.7%
• '.
80.1%
7/21/15 15:46
NE Boundary Offsite
S 2
0.0%
'.
'.
79.5%
81.9%
7/21/15 15:50
NE Boundary Offsite
S-1
0.0%
7/21/15 16:00
NE Boundary Passive
MP-48
0.0%
0.2010
19.6%
80.1%
7/21/15 17:15
Baseball Field Scoreboards
BSB-3
0.0%
0.0%
21.4%
78.5%
7/21/15 17:24
Baseball Field Light Poles
BLP-10
0.0%
0.0%
20.9%
79.0%
7/21/15 17:37
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.3%
78.7%
7/21/15 17:38
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
21.2%
78.7%
7/21/15 17:39
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.2%
78.7%
7/21/15 17:42
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.2%
78.7%
7/21/15 17:49
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.3%
78.7%
7/21/15 17:56
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.3%
78.6%
7/21/15 17:57
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.5%
78.5%
7/21/15 17:57
Baseball Field Light Poles
BLP-23
0.0%
0.0%
20.5%
79.4%
7/21/15 18:10
Soccer Light Poles
SLP-03
0.0%
0.0%
21.6%
78.3%
7/21/15 18:15
Soccer Light Poles
SLP-05
0.0%
0.0%
21.6%
78.3%
7/21/15 18:26
Soccer Field 2
SD-12
0.0%
0.0%
20.4%
79.5%
7/21/15 18:26
Soccer Field 2
SD-13
0.0%
0.0%
21.5%
78.3%
7/22/15 8:52
Clubhouse Active
SCV-1
0.0%
0.4%
20.6%
1 78.9%
7/22/15 8:55
Clubhouse Active
SCV-2
0.0%
0.1%
21.2%
78.7%
7/22/15 8:57
Clubhouse Active
SCV-3
0.0%
0.1%
21.2%
78.7%
7/22/15 8:59
Clubhouse Active
SCV-4
0.0%
0.0%
21.2%
78.7%
7/22/15 9:01
Clubhouse Active
SCV-5
0.0%
0.0%
21.3%
78.6%
7/22/15 9:03
Clubhouse Active
SCV-6
0.0%
0.0%
21.3%
78.6%
CAR200048 Page 46 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/22/15 9:06
Clubhouse Active
SCV-7
0.0%
0.0%
21.3%
78.6%
7/22/15 9:16
Clubhouse Active
CH System
0.0%
0.0%
21.4%
78.5%
7/22/15 9:23
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.4%
78.5%
7/22/15 9:25
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.6%
78.3%
7/22/15 9:27
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.5%
78.4%
7/22/15 9:29
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.6%
78.3%
7/22/15 9:30
Clubhouse Passive
CHFD-04
0.0%
0.0%
21.6%
78.3%
7/22/15 9:36
Golf Course Parking Lot
SD-31
0.0%
0.0%
21.5%
78.5%
7/22/15 9:44
T vola Rd
Tunnel
0.0%
0.0%
21.5%
78.4%
7/22/15 10:43
Maintenance Building
BP-9
0.0°Io
80.3%
7/22/15 10:56
Maintenance Building
SD-32
0.0%
0.1%
21.1%
78.7%
7/22/15 11:13
T vola Rd
SD-39
0.0%
0.0%
21.3%
78.6%
7/22/15 11:33
Leatherman Golf Offsite
LGFD-01
0.0%
0.0%
21.1%
78.8%
7/22/15 11:35
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
21.1%
78.8%
7/22/15 11:42
7/22/15 11:51
Leatherman Golf Offsite
Leatherman Golf Offsite
P-3
P-4
P-2
0.0%
0.8%
0.0%
..'.
'.
'.
'.
".
'.
'.
78.8%
81.1%
79.3%
79.4%
7/22/15 11:59
Leatherman Golf Offsite
7/22/15 12:03
Leatherman Golf Offsite
P-1
0.0%
7/22/15 13:01
South Tryon St HWY 49
SD-33
0.0%
0.1%
20.7%
79.1%
7/22/15 13:03
South Tryon St HWY 49
SD-34
0.0%
0.0%
20.8%
79.1%
7/22/15 13:05
South Tryon St HWY 49
SD-35
0.0%
0.0%
20.8%
79.1%
7/22/15 13:12
HWY 49 Boundary
30
0.0%
0.1%
20.8%
79.0%
7/22/15 13:20
HWY 49 Boundary
29
0.0%
0.4%
20.6%
78.9%
7/22/15 13:22
South Tryon St HWY 49
SD-36
0.0%
0.1%
21.1%
78.7%
7/22/15 13:26
HWY 49 Boundary
28
0.0%
0.0%
21.1%
78.7%
7/22/15 13:29
HWY 49 Boundary
27
0.0%
'.
'.
'. 79.7%
'. 78.7%
7/22/15 13:33
HWY 49 Bound
RW-B
0.0%
7/22/15 13:36
HWY 49 Bound
RW-C
RW-D
0.0°Io
• .'.
0.4%
". 34.9%
21.3% 78.4%
7/22/15 13:41
HWY 49 Bound
7/22/15 13:46
7/22/15 13:50
7/22/15 13:54
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
25
24
23
22
0.0%
'.
0.0%
.: '.
.'.
1'.
:'.
'.
` 1'.
".
'.
'.
79.4%
44.7%
79.0%
7/22/15 14:00
HWY 49 Boundary
5.1%
7/22/15 14:05
HWY 49 Boundary
21
l 1
10
6
.:'.
0.0%
0.0%
1'
' :'.
1 :',
' .'.
'.
'.
19.3%
75.4%
54.5%
7/22/15 14:14
7/22/15 14:17
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
7/22/15 14:43
78.9%
7/22/15 14:46
HWY 49 Boundary
5
0.0%
'.
".
'.
'.
0.3%
'.
:'.
' '.
1'.
21.0%
79.2%
79.1%
78.9%
78.9%
78.7%
7/22/15 14:59
7/22/15 15:01
7/22/15 15:04
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
4
3
0.0%
0.0%
0.0%
0.0%
2
7/22/15 15:07
South Tryon St HWY 49
SD-38
7/22/15 15:18
South Tryon St HWY 49
SD-37
0.0,7(
0.0 C
21.2%
78.7%
7/22/15 15:20
NE Boundary Passive
MP-20
EW-1
EW-2
EW-3
MP-31
MP-32
'.
1'.
..'.
'.
'.
. '.
0.4%
0.0%
0.0%
'.
• .'.
'.
1 '.
'.
'.
'.
'.
. '.
'.
. '.
1 '.
1 ',
1 '.
1 ".
1 .'.
'.
1 '.
::'
19.9%
33.9%
7/22/15 15:52
NE Boundary Passive
2.3%
2.2%
3.9%
1.3%
7/22/15 15:52
7/22/15 16:02
7/22/15 16:49
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
7/22/15 17:17
1.1%
77.7%
41.9%
74.8%
7/22/15 17:58
7/23/15 9:15
7/23/15 9:51
NE Boundary Active
NE Boundary Passive
NE Boundary Passive
NE System
GP-8
GP-6
7/23/15 9:53
NE Boundary Passive
MP-46
77.7%
7/23/15 10:09
1NE Boundary Passive
MP-45
0.0%
1.0%
20.3%
78.7%
7/23/15 10:23
1 NE Boundary Passive
GP-4S
0.0%
0.4%
20.6%
79.0%
CAR200048 Page 47 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/23/15 10:26
NE Boundary Passive
GP-4D
3.4%
1.1%
20.3%
78.2%
7/23/15 10:44
NE Boundary Passive
MP-39
0.0%
1.3%
20.1%
78.6%
7/24/15 8:00
NE Boundary Active
SU-03R
0.0%
0.3%
21.2%
78.4%
7/24/15 9:09
NE Boundary Active
SU-05
0.0%
0.5%
20.9%
78.4%
7/24/15 9:24
NE Boundary Active
SU-06
0.0%
1.2%
20.3%
78.4%
7/24/15 9:35
NE Boundary Active
SU-07
0.0%
1.3%
20.0%
78.7%
7/24/15 10:18
NE Boundary Active
SU-02
0.0%
0.7%
20.7%
78.5%
7/24/15 10:35
NE Boundary Active
SU-08
0.0%
0.9%
20.5%
78.5%
7/24/15 11:12
NE Boundary Active
SU-09
0.0%
0.7%
20.5%
78.7%
7/24/15 11:32
NE Boundary Active
SU-10
0.0%
1 0.8%
1 20.3%
1 78.7%
7/24/15 12:00
NE Boundary Active
SU-00
0.0%
0.1%
21.5%
78.4%
7/24/15 12:03
NE Boundary Active
SU-01
0.0%
0.9%
20.5%
78.5%
7/24/15 12:15
NE Boundary Active
SU-11
0.0%
0.3%
21.2%
78.4%
7/24/15 15:12
HWY 49 Boundary
7
0.0%
78.0%
8/7/15 8:30
NE Boundary Active
NE System
0.0%
0.6%
19.6%
79.6%
8/7/15 8:38
NE Boundary Passive
MP-39
0.0%
0.4%
20.4%
79.2%
8/7/15 8:52
NE Boundary Active
SU-00
0.0%
0.1%
20.6%
79.3%
8/7/15 9:07
NE Boundary Active
SU-11
0.0%
0.4%
20.4%
79.2%
8/7/15 9:15
NE Boundary Active
SU-01
0.1%
0.2%
20.5%
79.2%
8/7/15 9:31
NE Boundary Active
SU-10
0.1%
0.4%
20.3%
79.2%
8/7/15 9:49
NE Boundary Active
SU-09
0.2%
1 0.7%
1 19.8%
1 79.3%
8/7/15 10:04
NE Boundary Active
SU-08
0.2%
1.0%
79.5%
8/7/15 10:18
NE Boundary Active
SU-02
0.2%
1.0%
19.6%
79.2%
8/7/15 10:36
NE Boundary Active
SU-07
0.2%
1.0%
79.3%
8/7/15 10:49
NE Boundary Active
SU-06
0.2%
0.9%
19.6%
79.2%
8/7/15 11:02
NE Boundary Active
SU-05
0.1%
0.6%
20.2%
79.2%
8/7/15 11:15
NE Boundary Active
SU-03R
0.0%
0.4%
20.4%
79.2%
8/7/15 11:23
NE Boundary Passive
MP-17
0.1%
79.5%
8/7/15 11:32
NE Boundary Passive
H-4
0.1%
'
19.7%
77.3%
8/7/15 12:25
NE Boundary Offsite
BP-5
0.0%
1.0%
19.80/(
79.20/(
8/7/1512:31
NE Boundary Offsite
S-5
0.0%
80.2%
8/7/15 12:37
8/7/15 12:40
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.0%
0.0%
'.
'.
'.
'.
1.3%
'.
'.
'.
.'
20.0%
78.0%
78.2%
79.2%
84.9%
78.6%
8/7/15 12:44
NE Boundary Offsite
S-6
0.0%
8/7/15 12:50
8/7/15 12:58
NE Boundary Offsite
NE Boundary Offsite
S-7
S-1
0.0%
0.0%
8/7/15 13:00
8/7/15 13:02
NE Boundary Offsite
NE Boundary Offsite
S-2
S-3
0.0%
0.0%
0.8170
0.6%
'
20.1%
79.8To
79.4%
8/7/15 13:03
NE Boundary Offsite
S-4
0.0%
0.9OX
80.7%
8/7/15 13:05
8/7/15 13:16
NE Boundary Offsite
NE Boundary Passive
BP-8
MP-20
0.0%
.'.
1 '.
• '.
'.
1 ',
79.0%
36.4%
3.1%
8/7/15 13:20
NE Boundary Passive
MP-31
8/7/15 13:33
8/7/15 13:35
8/7/15 13:39
NE Boundary Passive
NE Bound Passive
NE Bound Passive
GP-8
MP-48
MP-46
3.4%
1.0%
0.0%
'.
'.
".
.'.
1'.
:'.
'.
1 '.
' :'.
1 .'.
'.
66.4%
73.1%
79.8%
83.9%
80.0%
4.8%
18.7%
8/7/15 13:44
NE Bound Passive
GP-6
0.0%
8/7/15 13:49
8/7/15 13:54
8/7/15 14:00
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
MP-45
MP-32
GP-4S
0.0%
. '.
. .'.
1.2%
".
1'.
8/7/15 14:02
NE Boundary Passive
GP-4D
GP -IL
GP-1M
GP -IS
'.
'.
'.
. 1'.
0.0%
. "
. "
1'.
'.
'.
'.
1 '.
'.
35.2%
30.8%
9.2%
46.5%
79.7%
8/7/15 14:08
8/7/15 14:10
8/7/15 14:14
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
9/1/15 16:07
NE Boundary Offsite
BP-5
9/1/15 16:14
WE Boundary Offsite
S-5
0.0%
0.0%
20.41/c
79.5%
CAR200048 Page 48 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
9/1/15 16:19
NE Bound Offsite
BP-6
0.0%
%'.
.'.
1
82.5%
80.2%
9/1/15 16:24
NE Bound Offsite
BP-7
0.0%
9/1/15 16:26
NE Bound Passive
MP-36
0.0%
0.0°
19.8%
80.1%
9/1/15 16:28
NE Bound Offsite
NE Boundary Offsite
S-6
S-7
0.0%
0.0%
0.6%
'.
19.5%
80.0%
9/1/15 16:33
81.2%
79.8%
9/1/15 16:45
NE Boundary Passive
H-4
0.0%
9/1/15 16:57
NE Boundary Offsite
BP-8
0.0%
0.0%
20.2%
78.7%
9/1/15 17:09
NE Boundary Passive
MP-17
0.0%
',
.'.
78.4%
9/1/15 17:14
NE Boundary Passive
MP-20
MP-31
MP-32
SU-03R
'.
1
1
0.0%
•'
` 1',
1 '.
0.2%
1 M�
1'.
20.7%
32.6%
3.3%
2.5%
79.0%
9/1/15 17:14
NE Boundary Passive
9/1/15 17:34
9/2/15 8:20
NE Boundary Passive
NE Boundary Active
9/2/15 8:40
NE Boundary Active
SU-03R
0.0%
0.5%
20.3%
79.1%
9/2/15 9:06
NE Boundary Active
SU-05
0.0%
0.5%
20.3%
79.1%
9/2/15 9:29
9/2/15 9:44
NE Boundary Active
NE Boundary Passive
SU-06
MP-48
0.1%
0.0%
.'.
0.7%
19.6%
79.1%
79.5%
9/2/15 9:48
NE Boundary Passive
GP-8
0.0%
ONE'.
'.
'.
• :'.
51.7%
79.4%
9/2/15 9:58
NE Boundary Active
SU-07
9/2/15 10:09
9/2/15 10:15
NE Boundary Passive
NE Boundary Passive
GP-6
MP-46
0.0%
1 0.0%
'.
0.9%
'.
19.5%
81.2%
79.5%
9/2/15 10:19
NE Boundary Passive
MP-45
0.0%
0.0%
20.6%
79.3%
9/2/15 10:28
NE Boundary Active
SU-02
0.0%
0.5%
20.1%
79.4%
9/2/15 10:34
9/2/15 10:40
NE Boundary Passive
NE Boundary Passive
NE Boundary Active
GP-4D
GP-4S
SU-08
1
0.0%
' 1'.
1'.
1.0%
0.0%
20.3%
30.3%
14.9%
79.8%
79.6%
9/2/15 10:50
9/2/15 11:01
NE Boundary Passive
GP -IL
0.0%
9/2/15 11:05
9/2/15 11:10
NE Boundary Passive
NE Boundary Passive
GP-1M
GP -IS
0.0%
0.1%
20.1 %
31.4%
79.7%
9/2/15 12:21
NE Boundary Active
SU-09
SU-10
0.0%
0.0%
0.6%
0.4%
• '.
'.
80.1%
80.3%
9/2/15 12:38
NE Boundary Active
9/2/15 12:48
9/2/15 12:59
NE BouDdary Active
NE Boundary Active
SU-10
SU-01
0.0%
0.0%
0.4%
0.1%
'.
19.8%
80.2%
80.0%
9/2/15 13:08
NE Boundary Active
SU-01
0.0%
0.0%
19.8%
80.2%
9/2/15 13:33
NE Boundary Active
SU-11
0.0%
0.2%
::'.
81.0%
9/2/15 13:40
NE Boundary Active
SU-00
0.0%
0.0%
'.
80.9%
9/2/15 13:42
NE Boundary Active
SU-11
MP-39
NE System
NE System
MP-39
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.6%
0.9%
0.1%
` 1'.
• 1'.
'.
20.0%
80.9%
9/2/15 13:48
9/2/15 13:55
9/4/15 14:00
9/4/15 14:05
NE Boundary Passive
NE Boundary Active
NE Boundary Active
NE Boundary Passive
81.0%
81.2%
79.7%
9/4/15 14:05
NE Boundary Active
SU-11
0.0%
0.0%
20.2%
79.7%
9/4/15 14:15
NE Boundary Active
SU-11
0.0%
0.2%
19.9%
79.8%
9/4/15 14:20
NE Boundary Active
SU-00
0.0%
0.0%
20.2%
79.8%
9/4/15 14:30
NE Boundary Active
SU-01
0.0%
0.2%
20.2%
79.5%
9/4/15 14:38
NE Boundary Active
SU-01
0.0%
0.1%
20.4%
79.5%
9/4/15 14:47
NE Boundary Active
SU-10
0.0%
0.6%
19.5%
79.9%
9/4/15 14:58
NE Boundary Active
SU-10
0.0%
0.2%
20.2%
79.5%
9/4/15 15:06
NE Boundary Passive
MP-36
0.0%
1 0.0%
20.5%
79.4%
9/4/15 15:20
NE Boundary Active
SU-09
0.0%
0.7%
19.6%
79.5%
9/4/15 15:29
NE Boundary Passive
GP -IL
.1 1',
JX119VA,
'.
0.0%
'.
1'.
'.
W.
'.
',
1 :'.
1 1'.
.'.
'.
2.2%
8.2%
45.8%
78.9%
9/4/15 15:34
9/4/15 15:43
NE Boundary Passive
NE Boundary Passive
NE Boundary Offsite
GP-1M
GP -IS
BP-5
9/4/1515:55
9/4/15 15:58
NE Boundary Offsite
S-5
0.0%
80.6%
80.6%
9/4/15 16:02
NE BouDdary Offsite
BP-6
0.0%
CAR200048 Page 49 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
9/4/15 16:06
NE Boundary Offsite
BP-7
0.0%
1.1 %
0.1%
'.
'.
1 '.
20.8%
79.6%
79.8%
81.3%
79.1%
9/4/15 16:09
NE Boundary Offsite
S-6
0.0%
9/4/15 16:13
9/11/15 13:25
NE Boundary Offsite
NE Boundary Passive
S-7
MP-39
0.0%
0.1%
9/11/15 13:30
NE Boundary Active
SU-11
0.1%
0.2%
20.5%
79.2%
9/11/15 13:35
NE Boundary Active
SU-00
0.1%
0.1%
20.7%
79.2%
9/11/1513:40
NE Boundary Active
SU-11
0.1%
0.1%
20.8%
79.1%
9/11/15 13:45
NE Boundary Active
NE System
0.1%
0.8%
19.8%
79.3%
9/11/15 13:50
NE Boundary Active
SU-01
0.2%
0.4%
20.6%
78.9%
9/11/15 13:56
NE Boundary Active
SU-01
0.0%
0.2%
20.7%
79.2%
9/11/15 14:08
NE Boundary Active
SU-10
0.1%
0.4%
20.1%
79.5%
9/11/15 14:12
NE Boundary Active
SU-10
0.0%
0.6%
19.9%
79.5%
9/11/15 14:26
NE Boundary Passive
MP-36
SU-09
0.1%
1
1.1%
19.
81.6%
79.3%
9/11/1514:37
NE Boundary Active
0.1%
9/11/1514:52
9/11/15 14:55
9/11/15 14:59
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
GP -IL
GP-1M
GP -IS
SU-08
` ',
'.
0.5%
. 1'.
'.
1'.
0.2%
::'
:'.
'.
'.
.'.
' '.
1 '.
• '.
1.3%
'.
'.
'.
1 :'.
'.
1 :'.
'.
` :',
'.
• '.
: 1'.
'.
'.
• '.
20.7%
7.8%
27.3%
56.3%
78.2%
1.0%
12.3%
10.6%
79.0%
79.3%
77.9%
79.4%
79.1%
78.6%
81.2%
78.7%
78.9%
9/11/15 15:02
NE Boundary Active
9/11/15 15:16
9/11/15 15:23
9/11/15 15:25
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
MP-32
GP-4D
GP-4S
BP-5
9/11/15 15:43
NE Boundary Offsite
9/11/15 15:47
9/11/15 15:50
9/11/15 15:52
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
BP-7
0.2%
0.2%
0.1%
9/11/15 15:55
NE Boundary Offsite
S-6
0.2%
.'.
'.
'.
:'.
0.2%
9/11/15 15:59
9/11/15 16:17
9/11/15 16:19
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-7
S-1
S-2
0.2%
0.2%
0.1%
9/11/15 16:21
NE Boundary Offsite
S-3
0.1%
9/11/15 16:22
9/11/15 16:25
NE Boundary Offsite
NE Boundary Offsite
S-4
BP-8
0.0%
0.1%
'.
1.3%
'.
20.2%
79.5%
78.4%
9/11/15 16:35
NE Boundary Passive
H-4
0.0%
1.3%
19.7%
79.0%
9/11/15 16:47
NE Boundary Active
SU-02
0.4%
1.1%
19.8%
78.7%
9/11/15 16:56
NE Boundary Passive
MP-45
0.2%
0.1%
20.6%
79.0%
9/11/15 17:00
NE Boundary Passive
MP-46
0.0%
'.
• 1
79.2%
9/11/15 17:02
NE Boundary Passive
GP-6
SU-07
MP-31
MP-20
MP-48
GP-8
0.1%
0.4%
be
09%
0.1%
1 .'
0.8%
:'.
.'.
'.
'.
. .
20.0%
83.6%
79.3%
1.5%
29.9%
78.2%
61.4%
78.5%
79.1%
9/11/15 17:07
NE Boundary Active
9/11/1517:12
9/11/15 17:20
9/11/15 17:24
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
9/11/15 17:27
NE Boundary Passive
9/11/15 17:37
9/11/15 17:44
NE Boundary Active
NE Boundary Active
SU-06
SU-05
9/11/15 17:50
NE Boundary Active
SU-03R
0.1%
1 0.2%
20.6%
79.1%
9/11/15 17:55
NE Boundary Active
SU-03R
0.2%
0.1%
20.7%
79.1%
9/11/15 17:57
NE Boundary Passive
MP-17
0.1%
0.9%
19.9%
79.2%
9/18/15 9:30
9/18/15 10:00
NE Boundary Active
NE Boundary Active
SU-06
SU-07
0.2%
0.1%
0.2%
0.0%
1.37c
0.9%
0.2%
1.3 1'.
•'.
20.5%
79.5%
80.7%
79.9%
79.3%
9/18/15 10:15
9/18/15 l 1:00
NE Boundary Active
NE Boundary Active
SU-08
NE System
9/18/15 11:15
NE Boundary Active
NE System
0.0%
0.5%
20.1%
79.2%
9/18/15 13:03
1NE Boundary Active
SU-09
0.0%
0.3%
19.8%
80.0%
9/18/15 13:23
9/18/15 14:08
INE Boundary Active
1 NE Boundary Active
SU-02
SU-05
0.0%
0.0%
0.3%
0.0%
1 19.81%,
80.3%
80.0%
CAR200048 Page 50 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
COI
0,,
Balance
9/18/15 14:40
NE Boundary Passive
GP -IL
GP-1M
GP -IS
SU-08
BLP-05
'.
'.
0.5%
0.1%
` .'
'.
7�'.
0.9%
'.
".
'.
19.7%
20.8%
22.0%
35.9%
79.3%
79.3%
9/18/15 14:42
NE Boundary Passive
9/18/15 14:44
9/18/1514:50
NE Bound Passive
NE Bound Active
9/18/15 16:30
Baseball Field Light Poles
9/18/15 16:45
Soccer Light Poles
SLP-05
0.4%
RIMM,
M
79.7%
10/2/15 7:20
NE Boundary Offsite
S-5
0.0%
0.5%
20.3%
79.2%
10/2/15 7:25
NE Boundary Offsite
NE Boundary Offsite
BP-6
0.0%
0.0%
1'
0.0%
21.2%
81.0%
78.7%
10/2/15 7:33
BP-7
10/2/15 7:38
NE Boundary Offsite
S-6
0.0%
0.14/0
21.2%
78.7%
10/2/15 7:49
NE Boundary Offsite
S-7
0.0%
83.9%
10/2/15 7:51
NE Boundary Passive
H-4
0.0%
19.9%
78.6%
10/2/15 7:55
NE Boundary Offsite
BP-8
0.1%
1.1%
20.2%
78.6%
10/2/15 8:15
NE Bound Passive
MP-17
6.6%
78.9%
10/2/15 8:17
NE Boundary Offsite
BP-5
0.0%
0.5%
19.9%
79.6%
10/2/15 8:29
NE Boundary Active
SU-03R
0.0%
0.0%
21.1%
78.7%
10/2/15 8:39
NE Boundary Active
SU-03R
0.0%
0.1%
1 21.1%
78.8%
10/2/15 9:00
NE Boundary Passive
MP-20
AM IWA,
37.9%
10/2/15 9:00
NE Boundary Active
SU-05
0.0%
0.8%
20.4%
78.9%
10/2/15 9:05
10/2/15 9:15
NE Boundary Passive
NE Boundary Active
MP-31
0.2%
1 . ,
0.4%
w : .
'.
'.
".
'.
'.
1 20.1 °Io
2.4%
SU-07
82.3%
81.3%
80.6%
78.7%
10/2/15 9:23
NE Boundary Passive
GP-6
0.0%
10/2/15 9:25
10/2/15 9:29
NE Boundary Active
NE Boundary Passive
SU-06
MP-46
MP-45
0.8%
0.0%
0.1%
0.4%
0.6%
10/2/15 9:31
NE Boundary Passive
79.2%
10/2/15 9:33
NE Boundary Passive
MP-48
GP-8
SU-02
0.0%
0.3%
'
1
0.6%
` 1'.
'.
20.2%
73.1%
63.6%
78.9%
10/2/15 9:35
10/2/15 9:47
NE Boundary Passive
NE Boundary Active
10/2/15 9:59
NE Boundary Passive
GP-4D
GP-4S
'.
'.
0.3%
'.
•'.
' :'.
'.
19.67,
36.8%
23.4%
4.9%
78.6%
10/2/15 10:02
NE Boundary Passive
10/2/1510:07
10/2/15 10:28
NE BouDdary Passive
NE Boundary Active
MP-32
SU-08
10/2/15 10:40
NE Boundary Passive
GP -IL
GP-1M
'.
RJR=
".
33.2%
23.6%
10/2/15 10:46
NE Boundary Passive
10/2/15 10:49
NE Boundary Passive
GP -IS
1'
.:'.
. EI
56.2%
10/2/15 10:59
NE Boundary Active
SU-09
0.0%
1.2%
20.3%
78.5%
10/2/15 11:07
NE Boundary Passive
MP-36
0.0%
0.5%
.
81.9%
10/2/15 11:24
NE Boundary Active
SU-10
0.0%
0.6%
20.0%
79.4%
10/2/15 11:31
NE Boundary Active
SU-10
0.1%
0.2%
20.7%
79.0%
10/2/15 11:49
10/2/15 11:56
NE Boundary Active
NE Boundary Active
SU-01
SU-01
0.1%
0.0%
0.2%
0.6%
20.3%
81.0%
79.1%
10/2/15 12:16
NE Boundary Active
SU-11
0.0%
0.2%
20.3%
79.5%
10/2/15 12:23
NE Boundary Active
SU-11
0.0%
1 0.6%
22.2%
77.2%
10/2/15 12:30
NE Boundary Active
SU-00
1 0.0%
0.3%
20.5%
79.2%
10/2/15 12:35
NE Boundary Passive
MP-39
0.0%
0.1%
20.1%
79.8%
10/2/15 12:41
NE Boundary Active
NE System
0.0%
0.4%
20.4%
79.2%
10/2/15 13:03
10/2/15 13:09
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
Baseball Fields Parking Lot
EW-3
EW-2
EW-1
SD-01
0.0%
'.
0.4%
25.1%
2.1%
0.0%
0.1%
74.6%
10/2/15 13:12
10/27/15 8:20
10/27/15 8:23
Baseball Fields Parking Lot
SD-02
0.0%
0.5%
25.4%
74.2%
10/27/15 8:25
Baseball Fields Parking Lot
SD-03
0.0%
0.5%
25.5%
74.1%
10/27/15 8:29
Baseball Fields Parking Lot
SD-04
0.0%
0.4%
25.5%
74.2%
10/27/15 8:33
Baseball Field Light Poles
BLP-08
0.0%
0.4%
25.2%
74.5%
10/27/15 8:36
Baseball Field Light Poles
BLP-03
0.0%
0.3%
25.2%
74.6%
CAR200048 Page 51 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/27/15 8:40
Baseball Field 3 Bleachers
SD-28
0.0%
0.4%
25.2%
74.5%
10/27/15 8:43
Baseball Field 2 Bleachers
SD-29
0.0%
0.3%
25.3%
74.5%
10/27/15 8:46
Baseball Field 2 Bleachers
SD-30
0.0%
0.3%
25.4%
74.4%
10/27/15 8:50
Baseball Field Light Poles
BLP-02
0.0%
0.4%
25.3%
74.4%
10/27/15 8:53
Baseball Field Light Poles
BLP-07
0.0%
0.4%
25.2%
74.5%
10/27/15 9:02
Baseball Field 1 Leftfield
SD-17
0.0%
0.4%
25.3%
74.4%
10/27/15 9:05
Baseball Field 1 Bleachers
SD-18
0.0%
0.3%
25.3%
74.5%
10/27/15 9:07
Baseball Field 1 Bleachers
SD-19
0.0%
0.4%
25.3%
74.4%
10/27/15 9:10
Baseball Field 1 Ri htfield
SD-20
0.0%
0.4%
25.3%
74.4%
10/27/15 9:13
Baseball Field Light Poles
BLP-11
0.0%
.'.
22.9%
1 72.6%
10/27/15 9:20
Baseball Fields Parking Lot
SD-05
0.0%
'.
25.0%
72.9%
10/27/15 9:22
Baseball Fields Parking Lot
SD-06
0.0%
0.4%
25.4%
74.3%
10/27/15 9:30
Baseball Field 5 Bleachers
SD-21
0.0%
0.4%
25.3%
74.4%
10/27/15 9:33
Baseball Field Light Poles
BLP-01
0.0%
0.5%
25.3%
74.3%
10/27/15 9:36
Baseball Field Light Poles
BLP-06
0.0%
0.5%
25.2%
74.4%
10/27/15 9:39
Baseball Field Scoreboards
BSB-5
0.0%
0.4%
25.4%
74.3%
10/27/15 9:44
Baseball Field Light Poles
BLP-30
0.0%
0.3%
25.5%
74.3%
10/27/15 9:48
Baseball Field Light Poles
BLP-29
0.0%
0.5%
25.4%
74.2%
10/27/15 9:52
Baseball Field Light Poles
BLP-28
0.0%
0.5%
25.4%
74.2%
10/27/15 9:55
Baseball Field Light Poles
BLP-27
0.0%
0.5%
25.4%
74.2%
10/27/15 10:00
Baseball Field Light Poles
BLP-05
0.0%
0.5%
25.3%
74.3%
10/27/15 10:05
Baseball Field 4 Bleachers
SD-24
0.0%
0.4%
25.3%
74.4%
10/27/15 10:08
Baseball Field 5 Bleachers
SD-22
0.0%
0.3%
25.3%
74.5%
10/27/15 10:11
Baseball Field 4 Leftfield
SD-23
0.0%
0.4%
25.3%
74.4%
10/27/15 10:14
Baseball Field Light Poles
BLP-10
0.0%
0.5%
25.3%
74.3%
10/27/15 10:20
Baseball Field Scoreboards
BSB-4
0.0%
0.4%
25.4%
74.3%
10/27/15 10:23
Baseball Field 4 Outfield
SD-16
0.0%
0.4%
25.4%
74.3%
10/27/15 10:27
Baseball Field Light Poles
BLP-26
0.0%
0.4%
25.4%
74.3%
10/27/15 10:30
Baseball Field 4 Outfield
SD-15
0.0%
0.4%
25.4%
74.3%
10/27/15 10:33
Baseball Field Light Poles
BLP-25
0.0%
0.5%
25.4%
74.2%
10/27/15 10:37
Baseball Field 4 Outfield
SD-14
0.0%
0.4%
25.4%
74.3%
10/27/15 10:40
Baseball Field Light Poles
BLP-24
0.0%
0.5%
25.4%
74.2%
10/27/15 10:45
Baseball Field Light Poles
BLP-23
0.0%
0.5%
25.5%
74.1%
10/27/15 11:11
Baseball Field 3 Bleachers
SD-27
0.0%
0.6%
25.2%
74.3%
10/27/15 11:14
Baseball Field 4 Bleachers
SD-25
0.0%
0.5%
25.2%
74.4%
10/27/15 11:17
Baseball Field Light Poles
BLP-04
0.0%
0.3%
25.2%
74.6%
10/27/15 11:20
Baseball Field 4 Ri htfield
SD-26
0.0%
0.5%
25.1%
74.5%
10/27/15 11:23
Baseball Field Light Poles
BLP-09
0.0%
0.3%
25.2%
74.6%
10/27/15 11:28
Baseball Field Scoreboards
BSB-3
0.0%
0.4%
25.4%
74.3%
10/27/15 11:31
Baseball Field Light Poles
BLP-22
0.0%
0.4%
25.4%
74.3%
10/27/15 11:35
Baseball Field Light Poles
BLP-21
0.0%
0.4%
25.4%
74.3%
10/27/15 11:50
Soccer Fields 3/4
SD-43
0.0%
0.4%
25.4%
74.3%
10/27/15 11:55
Soccer Fields 3/4
SD-42
0.0%
0.5%
25.4%
74.2%
10/27/15 12:01
Soccer Fields 3/4
SD-41
0.0%
0.5%
25.4%
74.2%
10/27/15 12:06
Soccer Fields 3/4
SD-40
0.0%
0.4%
25.4%
74.3%
10/27/15 12:13
Soccer Light Poles
SLP-10
0.0%
0.5%
25.4%
74.2%
10/27/15 12:16
Soccer Field 2
SD-12
0.0%
0.5%
25.1 %
74.5%
10/27/15 12:20
Soccer Light Poles
SLP-09
0.0%
0.4%
25.5%
74.2%
10/27/15 12:25
Soccer Field 2
SD-13
0.0%
0.5%
25.2%
74.4%
10/27/15 12:30
Soccer Light Poles
SLP-08
0.0%
0.5%
25.4%
74.2%
10/27/15 12:36
Soccer Light Poles
SLP-07
0.0%
0.4%
25.4%
74.3%
10/27/15 12:40
Soccer Light Poles
SLP-06
0.0%
0.4%
25.4%
74.3%
10/27/15 12:44
Soccer Field 1
SD-11
0.0%
0.5%
25.4%
74.2%
10/27/15 12:48
Soccer Light Poles
SLP-05
1 0.0%
1 0.4%
25.4%
74.3%
10/27/15 12:53
Soccer Field 1
SD-10
1 0.0%
1 0.5%
25.4%
74.2%
CAR200048 Page 52 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/27/15 12:56
Soccer Light Poles
SLP-04
0.0%
0.8%
25.3%
74.0%
10/27/15 13:00
Soccer Light Poles
SLP-03
0.0%
0.5%
25.4%
74.2%
10/27/15 13:04
Baseball Fields Parkin Lot
SD-07
0.0%
0.5%
25.3%
74.3%
10/27/15 13:08
Soccer Light Poles
SLP-02
0.0%
0.6%
25.4%
74.1%
10/27/15 13:12
Soccer Li ht Poles
SLP-01
0.0%
1.0%
24.6%
74.5%
10/27/15 13:15
Baseball Fields Parking Lot
SD-08
0.0%
0.5%
25.2%
74.4%
10/27/15 13:19
Baseball Fields Parking Lot
SD-09
0.0%
0.5%
25.3%
74.3%
10/27/15 14:20
NE Boundary Passive
MP-14
0.0%
KSM
23.7%
74.8%
10/27/15 14:26
NE Boundary Passive
MP-15
0.0%
1.3%
24.0%
74.8%
10/27/15 14:31
NE Boundary Passive
MP-16
1.1%
".
11'.
24.0%
77.4%
74.1%
10/27/15 14:43
NE Boundary Active
NE System
0.0%
10/27/15 14:46
NE Boundary Active
NE System
NEB-PZ-3
NEB-PZ-2
EW-3Toll]
EW-2
EW-1
0.0%
0.1%
3.2%
:'.
.'.
'.
'.
'.
'.
24.1 %
'.
".
� '.
1'.
'.
74.2%
10/27/15 14:53
NE Boundary Passive
82.8%
76.1%
0.0%
0.3%
10/27/15 14:59
NE Boundary Passive
10/27/15 15:06
10/27/15 15:13
NE Boundary Passive
NE Bound Passive
NE Bound Passive
10/27/15 15:18
0.1%
10/27/15 15:27
NE Bound Passive
NEB-PZ-1
:'.
'.
73.9%
10/27/1515:52
NE Bound Offsite
BP-5
0.0%
25.1%
74.7%
10/27/15 15:56
NE Boundary Offsite
S-5
1.1%
. 1'.
1'.
78.2%
10/27/15 15:59
NE Boundary Offsite
BP-6
0.1%
'.
1 23.4%
79.4%
74.8%
10/27/15 16:02
NE Boundary Offsite
BP-7
0.0%
10/27/15 16:04
NE Boundary Offsite
S-6
0.0%
0.8%
24.6%
74.7%
10/27/15 16:08
NE Boundary Offsite
NE Boundary Offsite
S-7
S-1
0.1%
0.0%
'.
1.2%
22.4%
82.9%
77.6%
76.5%
10/27/15 16:27
10/27/15 16:31
NE Boundary Offsite
S-2
0.0%
10/27/15 16:34
NE Bound Offsite
S-3
0.0%
1.1%
24.8%
74.2%
10/27/15 16:36
NE Bound Offsite
S-4
0.0%
23.0%
75.3%
10/27/15 16:40
NE Bound Offsite
BP-8
0.1%
0.1%
24.8%
74.7%
10/27/15 16:49
NE Boundary Offsite
BP-2
0.1%
0.6%
22.5%
76.3%
10/27/15 16:53
NE Boundary Offsite
BP-3
0.0%
1.3%
1 24.0%
74.8%
10/28/15 8:20
Clubhouse Active
Clubhouse Active
SCV-1
0.0%
0.0%
0.3%
23.9%
25.7%
73.0%
74.1%
10/28/15 8:24
SCV-2
10/28/15 8:27
Clubhouse Active
SCV-3
0.0%
0.8%
25.6%
73.7%
10/28/15 8:30
Clubhouse Active
SCV-4
0.0%
0.6%
25.7%
73.8%
10/28/15 8:33
Clubhouse Active
SCV-5
0.0%
0.7%
25.6%
73.8%
10/28/15 8:37
Clubhouse Active
SCV-6
0.0%
0.6%
25.7%
73.8%
10/28/15 8:40
Clubhouse Active
SCV-7
0.0%
0.3%
25.8%
74.0%
10/28/15 8:45
Clubhouse Active
CH System
0.0%
0.6%
25.2%
74.3%
10/28/15 8:50
Clubhouse Passive
CHFD-01
0.0%
0.5%
25.8%
73.8%
10/28/15 8:53
Clubhouse Passive
CHFD-02
0.0%
0.4%
25.9%
73.8%
10/28/15 8:56
Clubhouse Passive
CHFD-03
0.0%
0.5%
25.8%
73.8%
10/28/15 9:00
Clubhouse Passive
CHFD-04
0.0%
0.5%
25.8%
73.8%
10/28/15 9:05
Clubhouse Passive
CHFD-05
0.0%
0.4%
25.8%
73.9%
10/28/15 9:35
Golf Course Parking Lot
SD-31
0.0%
0.5%
25.6%
74.0%
10/28/15 9:51
T vola Rd
Tunnel
0.0%
0.7%
25.0%
1 74.4%
10/28/15 10:20
Maintenance Building
SD-32
0.0%
0.2%
24.7%
75.2%
10/28/15 10:24
Maintenance Building
BP-9
0.0%
0.0%
0.4%
21.3%
24.7%
76.1%
75.0%
10/28/15 11:02
T vola Rd
SD-39
10/28/15 11:20
Leatherman Golf Offsite
P-1
0.1%
r-19y,
E '.
MOM'.
0.4%
'.
'.
25.3%
79.0%
77.3%
82.9%
10/28/15 11:25
10/28/15 11:32
Leatherman Golf Offsite
Leatherman Golf Offsite
P-2
P-3
0.1%
0.1%
3.3%
10/28/15 11:37
Leatherman Golf Offsite
P-4
80.5%
74.4%
10/28/15 11:48
Leatherman Golf Offsite
LGFD-02
0.0%
10/28/15 11:53
Leatherman Golf Offsite
LGFD-01
0.1%
-2.8%
26.5%
1 75.9%
CAR200048 Page 53 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/28/15 13:10
South Tryon St HWY 49
SD-33
0.0%
0.4%
24.9%
74.8%
10/28/15 13:16
South Tryon St HWY 49
SD-34
0.0%
0.4%
24.8%
74.9%
10/28/15 13:20
South Tryon St HWY 49
SD-35
0.0%
0.3%
24.9%
74.9%
10/28/15 13:27
HWY 49 Boundary
30
0.1%
0.10/0
80.3%
10/28/15 13:32
HWY 49 Boundary
29
0.1%1
0.4%
24.7%
86.1%
75.0%
10/28/15 13:37
South Tryon St HWY 49
SD-36
0.0%
10/28/15 13:41
10/28/15 13:46
10/28/15 13:50
HWY 49 Boundary
HWY 49 Bound
HWY 49 Bound
28
27
RW-B
".
: 1',
".IL
'.
'.
1'.
80.8%
58.4%
39.1%
58.2%
10/28/15 13:53
HWY 49 Bound
RW-C
10/28/15 13:56
10/28/15 14:02
HWY 49 Bound
HWY 49 Boundary
RW-D
25
0.0%
0.0%
0.1%
25.4%
22.5%
73.0%
77.4%
10/28/15 14:08
HWY 49 Bound
24
23
:1 ',
0.2%
:'.
'.
'.
0.0%
85.1%
10/28/15 14:12
HWY 49 Boundary
10/28/15 14:17
10/28/15 14:26
10/28/15 14:35
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Bound
22
21
11
• • '.
Fe
' : •',
'.
..'
• '.
'.
'.
1
'.
'.
'.
'.
• '.
'.
'.
0.0%
0.0%
29.2%
14.9%
75.2%
77.0%
76.8%
76.5%
10/28/15 14:42
HWY 49 Boundary
10
10/28/15 14:52
10/28/15 14:56
10/28/15 15:05
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
2
3
4
0.1%
0.1%
0.1%
10/28/15 15:10
HWY 49 Boundary
5
0.1%
10/28/15 15:14
HWY 49 Boundary
6
0.1%
10/28/15 15:24
10/28/15 15:36
HWY 49 Boundary
South Tryon St HWY 49
7
SD-37
2.2%
0.0%
:'.
0.5%
' '.
24.8%
74.Solo
74.8%
10/28/15 15:42
South Tryon St HWY 49
SD-38
0.0%
0.4%
24.8%
74.9%
11/30/15 16:04
11/30/15 16:08
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-5
0.0%
0.0%
".
1 :'.
'.
: 1'.
79.5%
81.7%
11/30/15 16:13
11/30/15 16:16
11/30/1516:40
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
S-6
0.0%
0.0%
0.0%
: 1'.
1'.
1.1%
1
19.AC/
20.4%
81.9%
77.7%
78.5%
11/30/15 16:58
NE Boundary Offsite
S-1
0.0%
0.6%
21.2%
78.2%
11/30/15 17:00
NE Boundary Offsite
S-2
0.0%
0.3%
21.2%
78.5%
11/30/15 17:04
NE Boundary Offsite
S-3
0.0%
0.3%
19.7%
80.0%
11/30/15 17:06
NE Boundary Offsite
S-4
0.0%
0.3%
20.4%
79.3%
1/4/16 15:29
NE Boundary Offsite
BP-5
0.0%
0.3%
20.6%
78.7%
1/4/16 15:32
NE Boundary Offsite
S-5
4.1%
'.
'.
80.5%
1/4/16 15:36
NE Boundary Offsite
BP-6
0.0%
".
0.5%
' ".
20.6%
76.0%
78.7%
1/4/16 15:39
NE Boundary Offsite
BP-7
0.0%
1/4/16 15:40
NE Boundary Offsite
S-6
0.0%
0.1%
21.0%
78.9%
1/4/16 16:09
NE Boundary Offsite
S-1
0.1%
0.1%
21.5%
78.3%
1/4/16 16:11
NE Boundary Offsite
S-2
0.0%
0.4%
21.1%
78.3%
1/4/16 16:13
1/4/16 16:17
NE Boundary Offsite
NE Boundary Offsite
S-3
S-4
0.1%
0.0%
0.1%
21.3%
82.4%
78.5%
1/4/16 16:24
NE Boundary Offsite
BP-8
0.1%
0.1%
21.3%
78.4%
1/20/16 8:20
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
20.2%
79.5%
1/20/16 8:23
Baseball Fields Parking Lot
SD-02
0.0%
0.4%
22.0%
77.7%
1/20/16 8:25
Baseball Fields Parking Lot
SD-03
0.0%
0.4%
22.1%
77.6%
1/20/16 8:29
Baseball Fields Parking Lot
SD-04
0.0%
0.3%
22.1%
77.7%
1/20/16 8:33
Baseball Field Light Poles
BLP-08
0.0%
0.3%
21.8%
78.0%
1/20/16 8:36
Baseball Field Light Poles
BLP-03
0.0%
0.2%
21.8%
78.1 %
1/20/16 8:40
Baseball Field 3 Bleachers
SD-28
0.0%
0.3%
21.8%
78.0%
1/20/16 8:43
Baseball Field 2 Bleachers
SD-29
0.0%
0.2%
21.9%
78.0%
1/20/16 8:46
Baseball Field 2 Bleachers
SD-30
0.0%
1 0.2%
1 22.0%
1 77.9%
1/20/16 8:50
Baseball Field Light Poles
BLP-02
0.0%
1 0.3%
1 21.9%
1 77.9%
CAR200048 Page 54 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/20/16 8:53
Baseball Field Light Poles
BLP-07
0.0%
0.3%
21.8%
78.0%
1/20/16 9:02
Baseball Field 1 Leftfield
SD-17
0.0%
0.3%
21.9%
77.9%
1/20/16 9:05
Baseball Field 1 Bleachers
SD-18
0.0%
0.2%
21.9%
78.0%
1/20/16 9:07
Baseball Field 1 Bleachers
SD-19
0.0%
0.3%
21.9%
77.9%
1/20/16 9:10
Baseball Field 1 Ri htfield
SD-20
0.0%
0.3%
21.9%
77.9%
1/20/16 9:13
1/20/16 9:15
Baseball Field Light Poles
Baseball Field Light Poles
BLP-11
BLP-12
0.0%
0.0%
0.1%
19.5%
76.1%
20.4%
79.5%
1/20/16 9:17
Baseball Fields Parkin Lot
SD-05
0.0%
0.4%
20.3%
79.4%
1/20/16 9:20
Baseball Fields Parkin Lot
SD-06
0.0%
0.3%
22.0%
77.8%
1/20/16 9:24
Baseball Field Light Poles
BLP-13
0.1%
0.0%
20.2%
79.6%
1/20/16 9:26
Baseball Field Light Poles
BLP-14
0.1%
0.1%
20.3%
79.5%
1/20/16 9:28
Baseball Field Scoreboards
BSB-1
0.0%
0.2%
20.3%
79.7%
1/20/16 9:30
Baseball Field Light Poles
BLP-15
0.1%
0.3%
19.8%
80.0%
1/20/16 9:32
Baseball Field Light Poles
BLP-16
0.1%
0.1%
20.2%
78.9%
1/20/16 9:34
Baseball Field Light Poles
BLP-17
0.0%
0.1%
20.4%
79.5%
1/20/16 9:36
Baseball Field Light Poles
BLP-18
0.0%
1 0.2%
20.3%
79.7%
1/20/16 9:38
Baseball Field Light Poles
BLP-19
0.0%
0.1%
20.2%
79.6%
1/20/16 9:38
Baseball Field Scoreboards
BSB-2
0.0%
0.1%
20.3%
79.5%
1/20/16 9:41
Baseball Field Light Poles
BLP-20
0.0%
0.1%
20.2%
79.6%
1/20/16 10:01
Baseball Field Scoreboards
BSB-5
0.0%
0.3%
22.0%
77.8%
1/20/16 10:05
Baseball Field Light Poles
BLP-30
0.0%
0.2%
22.1%
77.8%
1/20/16 10:08
Baseball Field 5 Bleachers
SD-21
0.0%
0.3%
21.9%
77.9%
1/20/16 10:09
Baseball Field Light Poles
BLP-29
0.0%
0.4%
22.0%
77.7%
1/20/16 10:11
Baseball Field Light Poles
BLP-01
0.0%
0.4%
21.9%
77.8%
1/20/16 10:12
Baseball Field Light Poles
BLP-28
0.0%
0.4%
22.0%
77.7%
1/20/16 10:13
Baseball Field Light Poles
BLP-06
0.0%
0.4%
21.8%
77.9%
1/20/16 10:17
Baseball Field Light Poles
BLP-27
0.0%
0.4%
22.0%
77.7%
1/20/16 10:22
Baseball Field Light Poles
BLP-05
0.0%
0.4%
21.9%
77.8%
1/20/16 10:25
Baseball Field 4 Bleachers
SD-24
0.0%
0.3%
21.9%
77.9%
1/20/16 10:28
Baseball Field 5 Bleachers
SD-22
0.0%
0.2%
21.9%
78.0%
1/20/16 10:31
Baseball Field 4 Leftfield
SD-23
0.0%
0.3%
21.9%
77.9%
1/20/16 10:37
Baseball Field Light Poles
BLP-10
0.0%
1 0.4%
21.9%
77.8%
1/20/16 10:40
Baseball Field Scoreboards
BSB-4
0.0%
0.3%
22.0%
77.8%
1/20/16 10:44
Baseball Field 4 Outfield
SD-16
0.0%
0.3%
22.0%
77.8%
1/20/16 10:47
Baseball Field Light Poles
BLP-26
0.0%
0.3%
22.0%
1 77.8%
1/20/16 10:50
Baseball Field 4 Outfield
SD-15
0.0%
0.3%
22.0%
77.8%
1/20/16 10:54
Baseball Field Light Poles
BLP-25
0.0%
0.4%
22.0%
77.7%
1/20/16 10:57
Baseball Field 4 Outfield
SD-14
0.0%
0.3%
22.0%
77.8%
1/20/16 11:02
Baseball Field Light Poles
BLP-24
0.0%
0.4%
22.0%
77.7%
1/20/16 11:28
Baseball Field Light Poles
BLP-23
0.0%
0.4%
22.1%
77.6%
1/20/16 11:31
Baseball Field 3 Bleachers
SD-27
0.0%
0.5%
21.8%
77.8%
1/20/16 11:34
Baseball Field 4 Bleachers
SD-25
0.0%
0.4%
21.8%
77.9%
1/20/16 11:37
Baseball Field Light Poles
BLP-04
0.0%
0.2%
21.8%
78.1%
1/20/16 11:40
Baseball Field 4 Ri htfield
SD-26
0.0%
0.4%
21.7%
78.0%
1/20/16 11:45
Baseball Field Light Poles
BLP-09
0.0%
0.2%
21.8%
78.1%
1/20/16 11:48
Baseball Field Scoreboards
BSB-3
0.0%
0.3%
22.0%
77.8%
1/20/16 11:52
Baseball Field Light Poles
BLP-22
0.0%
0.3%
22.0%
77.8%
1/20/16 12:07
Baseball Field Light Poles
BLP-21
0.0%
0.3%
22.0%
77.8%
1/20/16 12:12
Soccer Fields 3/4
SD-43
0.0%
0.4%
20.1%
79.5%
1/20/16 12:18
Soccer Fields 3/4
SD-42
0.0%
0.1%
20.2%
79.6%
1/20/16 12:23
Soccer Fields 3/4
SD-41
0.0%
0.4%
22.0%
77.7%
1/20/16 12:30
Soccer Fields 3/4
SD-40
1 0.0%
0.3%
22.0%
77.8%
1/20/16 12:33
Soccer Light Poles
SLP-10
0.0%
1 0.4%
22.0%
77.7%
1/20/16 12:37
Soccer Field 2
SD-12
0.0%
0.4%
21.7%
78.0%
1/20/16 12:42
Soccer Light Poles
SLP-09
0.0%
0.3%
22.1%
77.7%
CAR200048 Page 55 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/20/16 12:47
Soccer Field 2
SD-13
0.0%
0.4%
21.8%
77.9%
1/20/16 12:53
Soccer Light Poles
SLP-08
0.0%
0.4%
22.0%
77.7%
1/20/16 12:57
Soccer Light Poles
SLP-07
0.0%
0.3%
22.0%
77.8%
1/20/16 13:01
Soccer Light Poles
SLP-06
0.0%
0.3%
22.0%
77.8%
1/20/16 13:05
Soccer Field 1
SD-11
0.0%
0.4%
22.0%
77.7%
1/20/16 13:10
Soccer Light Poles
SLP-05
0.0%
0.3%
22.0%
77.8%
1/20/16 13:13
Soccer Field 1
SD-10
0.0%
0.4%
22.0%
77.7%
1/20/16 13:17
Soccer Light Poles
SLP-04
0.0%
0.7%
21.9%
77.5%
1/20/16 13:21
Soccer Light Poles
SLP-03
0.0%
0.4%
22.0%
77.7%
1/20/16 13:25
Baseball Fields Parking Lot
SD-07
0.0%
0.4%
21.9%
77.8%
1/20/16 13:29
Soccer Light Poles
SLP-02
0.0%
0.5%
22.0%
77.6%
1/20/16 13:32
Soccer Light Poles
SLP-01
0.0%
0.9%
21.2%
78.0%
1/20/16 13:36
Baseball Fields Parking Lot
SD-08
0.0%
0.4%
21.8%
77.9%
1/20/16 14:37
Baseball Fields Parking Lot
SD-09
0.0%
0.4%
21.9%
77.8%
1/20/16 14:43
1/20/16 14:48
NE Boundary Passive
NE Boundary Passive
MP-14
MP-15
0.0%
0.0%
1.2%
20.6%
79.7%
78.3%
1/20/16 15:00
NE Boundary Passive
MP-16
4.4%
A, :'
1.1%
20.1%
79.4%
78.1%
1/20/16 15:10
NE Boundary Active
NE System
0.3%
1/20/16 15:13
NE Boundary Active
NE System
0.5%
1.1%
20.1%
78.3%
1/20/16 15:16
NE Boundary Passive
NEB-PZ-3
1 0.2%
0.6%
20.8%
78.4%
1/20/16 15:23
NE Boundary Passive
NEB-PZ-2
' :'.
',
'.
. '.
1.8%
:.'.
'.
'.
0.0%
'.
1 '.
1 1'.
1
21.7%
27.4%
2.3%
3.9%
3.7%
77.8%
78.3%
1/20/16 15:30
1/20/16 15:35
1/20/1615:44
1/20/16 16:05
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Bound Passive
EW-3
EW-2
EW-1
NEB-PZ-1
1/20/16 16:13
NE Boundary Offsite
BP-5
0.1%
1/20/16 16:16
NE Boundary Offsite
S-5
1.1%
Ky",
81.8%
1/20/16 16:19
NE Boundary Offsite
BP-6
0.1%
1 w '.
83.0%
1/20/16 16:21
NE Boundary Offsite
BP-7
0.0%
:'.
20.0%
78.3%
1/20/16 16:25
NE Boundary Offsite
S-6
0.0%
0.7%
21.2%
78.2%
1/20/1616:48
1/20/16 16:51
NE Boundary Offsite
NE Boundary Offsite
S-1
S-2
0.0%
0.0%
'.
1.1%
1
81.1%
80.0%
1/20/16 16:53
NE Boundary Offsite
S-3
0.0%
1.0%
21.4%
77.7%
1/20/16 16:57
NE Boundary Offsite
S-4
0.0%
19.6%
78.8%
1/20/16 17:06
NE Boundary Offsite
BP-8
0.1%
0.0%
21.4%
78.3%
1/20/16 17:10
NE Boundary Offsite
BP-2
0.1%
0.5%
79.9%
1/20/16 17:12
NE Boundary Offsite
BP-3
0.0%
1.2%
20.6%
78.3%
1/21/16 8:20
Clubhouse Active
SCV-1
0.0%
20.5%
76.5%
1/21/16 8:24
Clubhouse Active
SCV-2
0.0%
0.2%
22.3%
77.6%
1/21/16 8:27
Clubhouse Active
SCV-3
0.0%
0.7%
22.2%
77.2%
1/21/16 8:30
Clubhouse Active
SCV-4
0.0%
0.5%
22.3%
77.3%
1/21/16 8:33
Clubhouse Active
SCV-5
0.0%
0.6%
22.2%
77.3%
1/21/16 8:37
Clubhouse Active
SCV-6
0.0%
0.5%
22.3%
77.3%
1/21/16 8:40
Clubhouse Active
SCV-7
0.0%
0.2%
22.4%
77.5%
1/21/16 8:45
Clubhouse Active
CH System
0.0%
0.5%
21.8%
77.8%
1/21/16 8:50
Clubhouse Passive
CHFD-01
0.0%
0.4%
22.4%
77.3%
1/21/16 8:53
Clubhouse Passive
CHFD-02
0.0%
0.3%
22.5%
77.3%
1/21/16 8:56
Clubhouse Passive
CHFD-03
0.0%
0.4%
22.4%
77.3%
1/21/16 9:00
Clubhouse Passive
CHFD-04
0.0%
0.4%
1 22.4%
77.3%
1/21/16 9:05
Clubhouse Passive
CHFD-05
0.0%
0.3%
22.4%
77.4%
1/21/16 9:35
Golf Course Parking Lot
SD-31
0.0%
0.4%
22.2%
77.5%
1/21/16 9:51
T vola Rd
Tunnel
0.0%
0.6%
21.6%
77.9%
1/21/16 10:20
Maintenance Building
SD-32
0.0%
0.1%
21.3%
1 78.7%
1/21/16 10:24
Maintenance Building
BP-9
0.0%
79.6%
1/21/16 11:02
T vola Rd
SD-39
0.0%
0.3%
21.3%
1 78.5%
CAR200048 Page 56 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
1/21/16 11:20
Leatherman Golf Offsite
P-1
0.1%
'.
�'.
1 '.
0.3%
'.
1 '.
:
1'.
21.9%
82.6%
1/21/16 11:25
Leatherman Golf Offsite
P-2
0.0%
80.9%
86.5%
84.1%
1/21/16 11:32
1/21/16 11:37
Leatherman Golf Offsite
Leatherman Golf Offsite
P-3
P-4
0.1%
2.8%
0.0%
1/21/16 11:48
Leatherman Golf Offsite
LGFD-02
77.9%
1/21/16 11:53
Leatherman Golf Offsite
LGFD-01
0.1%
'.
1.1%
19.7%
79.5%
79.0%
1/21/16 12:00
NE Bound Passive
MP-17
0.0%
1/21/16 12:05
NE Boundary Passive
MP-20
MP-31
MP-32
SU-00
'.
:'.
'.
0.0%
:'.
1 .'.
'.
0.3%
".
'.
'.
20.5%
37.9%
2.4%
53.5%
79.2%
1/21/16 12:10
NE Boundary Passive
1/21/16 12:12
1/21/16 12:20
NE Boundary Passive
NE Boundary Active
1/21/16 12:23
NE Boundary Active
SU-01
0.2%
0.1%
19.8%
80.0%
1/21/16 12:26
NE Bound Active
SU-10
0.0%
0.2%
20.3%
79.4%
1/21/16 12:29
NE Boundary Active
SU-11
0.0%
0.6%
20.0%
79.5%
1/21/16 12:32
NE Boundary Active
SU-02
0.5%
�11
81.0%
1/21/16 12:35
NE Boundary Active
SU-03R
0.0%
0.0%
1 21.1%
1 78.7%
1/21/16 12:38
NE Boundary Active
SU-05
0.0%
0.8%
20.4%
78.9%
1/21/16 12:42
1/21/16 12:44
1/21/16 12:46
NE Boundary Passive
NE Boundary Passive
NE Boundary Active
GP-4D
GP-4S
SU-06
.',
: "
0.8%
1 1
0.4%
',
'.
'.
41.5%
19.0%
82.3%
1/21/16 12:48
NE Boundary Active
SU-07
0.2%
0.4%
1
'.
19.6%
80.6o/0
1 79.1%
1/21/16 12:51
NE Boundary Active
SU-08
0.3%
1/21/16 12:53
NE Boundary Active
SU-09
0.1%
1.2%
20.3%
78.5%
1/21/16 12:56
1/21/16 12:58
NE Boundary Passive
NE Boundary Passive
VMP-3
VMP-2
VMP-1
1711
0.0%
".
0.3%
'.
21.5%
23.8%
71.2%
6.3%
78.3%
1/21/16 13:00
NE Boundary Passive
1/21/16 13:10
South Tryon St HWY 49
SD-33
1/21/16 13:16
South Tryon St HWY 49
SD-34
0.0%
0.3%
21.4%
78.4%
1/21/16 13:20
South Tryon St HWY 49
SD-35
0.0%
0.2%
21.5%
78.4%
1/21/16 13:27
HWY 49 Boundary
30
0.1%
0.0%
' '.
0.3%
• 1'.
:'.
21.3%
83.9%
89.7%
78.5%
1/21/16 13:32
1/21/16 13:37
HWY 49 Boundary
South Tryon St HWY 49
29
SD-36
0.1%
0.0%
1/21/16 13:41
HWY 49 Boundary
28
0.1%
'.
84.4%
1/21/16 13:46
HWY 49 Boundary
27
RW-B
RW-C
RW-D
'.
:::',
•'.
0.0010
1 '.
'.
•'.
1',
1'.
•
22.0%
62.0%
42.7%
61.8%
76.5%
1/21/16 13:50
1/21/16 13:53
HWY 49 Bound
HWY 49 Bound
HWY 49 Bound
1/21/16 13:56
1/21/16 14:02
HWY 49 Boundary
25
0.0%
0.0%
81.0%
1/21/16 14:08
HWY 49 Boundary
24
. •
1 '.
3.6%
1/21/16 14:12
1/21/16 14:17
HWY 49 Boundary
HWY 49 Boundary
23
22
21
0.2%
1 ',
'.
.'
• 1'.
".
'.
88.7%
3.6%
3.6%
1/21/16 14:26
HWY 49 Boundary
1/21/16 14:35
1/21/16 14:42
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
11
10
02
03
'.
1'.
0.1%
0.0%
:'.
'.
'.
'.
'.
'.
' '.
".
1'.
32.8%
18.5%
1/21/16 14:52
1/21/16 14:56
78.8%
80.6%
80.4%
1/21/16 15:05
HWY 49 Boundary
04
0.1%
1/21/16 15:10
HWY 49 Boundary
HWY 49 Boundary
05
06
0.1%
0.1%
• ' '.
1 •'.
'.
0.4%
'.
'.
'.
21.4%
80.1%
1/21/16 15:14
80.8%
78.1%
78.3%
1/21/16 15:24
HWY 49 Boundary
07
1.7%
1/21/16 15:36
South Tryon St HWY 49
SD-37
0.0%
1/21/16 15:42
South Tryon St HWY 49
SD-38
0.0%
0.3%
21.4%
78.4%
2/22/16 16:02
NE Boundary Offsite
S-5
0.0%
0.8%
20.8%
78.3%
2/22/16 16:06
NE Boundary Offsite
BP-6
0.0%
20.2%
76.2%
2/22/16 16:09
NE BouDdary Offsite
BP-7
0.0%
0.4%
1 20.7%
78.9%
CAR200048 Page 57 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
2/22/16 16:10
NE Boundary Offsite
S-6
0.0%
0.4%
20.7%
78.7%
2/22/16 16:24
NE Boundary Offsite
BP-5
0.0%
0.3%
20.4%
78.9%
2/22/16 16:29
NE Boundary Offsite
S-4
0.0%
0.2%
21.3%
78.6%
2/22/16 16:31
NE Boundary Offsite
S-3
0.0%
0.4%
20.6%
79.0%
2/22/16 16:33
NE Boundary Offsite
S-2
0.0%
0.1%
21.8%
78.0%
2/22/16 16:37
NE Boundary Offsite
S-1
0.0%
0.1%
21.9%
77.7%
2/22/16 16:44
NE Boundary Offsite
BP-8
0.0%
0.1%
21.7%
78.4%
3/29/16 16:15
NE Boundary Offsite
S-7
0.0%
0.0%
20.2%
79.7%
3/29/16 16:20
NE Boundary Offsite
S-6
0.0%
0.7%
• 1
'.
81.7%
79.9%
3/29/16 16:25
NE Boundary Offsite
BP-7
0.0%
3/29/16 16:28
3/29/16 16:30
3/29/16 16:33
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-6
S-5
BP-5
0.0%
0.4%
0.0%
'.
".
A'.
0.5%
0.8%
'.
".
• '.
19.5%
81.5%
81.7%
79.5%
80.3%
79.5%
3/29/16 16:41
3/29/16 16:44
NE Boundary Offsite
NE Boundary Offsite
BP-8
S-4
0.0%
0.0%
3/29/16 16:48
NE Boundary Offsite
S-3
0.0%
0.3%
20.9%
78.8%
3/29/16 16:52
NE Boundary Offsite
S-2
0.0%
0.3%
20.0%
79.6%
3/29/16 16:54
NE Boundary Offsite
S-1
0.0%
82.2%
4/20/16 9:30
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
20.2%
79.6%
4/20/16 9:35
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
20.6%
79.2%
4/20/16 9:38
Baseball Fields Parking Lot
SD-03
0.0%
0.1%
20.7%
79.2%
4/20/16 9:40
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
20.6%
79.2%
4/20/16 9:41
Baseball Field Scoreboards
BSB-2
0.0%
0.0%
20.7%
79.3%
4/20/16 9:48
Baseball Field Light Poles
BLP-19
0.0%
0.0%
20.6%
79.2%
4/20/16 9:49
Baseball Field Light Poles
BLP-20
0.0%
0.0%
20.7%
79.2%
4/20/16 9:51
Baseball Field Light Poles
BLP-21
0.0%
0.0%
20.7%
79.2%
4/20/16 9:53
Baseball Field Light Poles
BLP-22
0.0%
0.0%
20.6%
79.3%
4/20/16 9:54
Baseball Field Scoreboards
BSB-3
0.0%
0.0%
20.8%
79.1%
4/20/16 10:00
Baseball Field Light Poles
BLP-09
0.0%
0.0%
20.7%
79.2%
4/20/16 10:02
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
20.6%
79.3%
4/20/16 10:04
Baseball Field Light Poles
BLP-04
0.0%
0.0%
20.6%
79.2%
4/20/16 10:05
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
20.8%
79.2%
4/20/16 10:06
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
20.7%
79.2%
4/20/16 10:08
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.8%
79.1%
4/20/16 10:09
Baseball Field Light Poles
BLP-03
0.0%
0.0%
20.8%
79.1%
4/20/16 10:11
Baseball Field Light Poles
BLP-08
0.0%
0.0%
20.8%
79.1%
4/20/16 10:12
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
20.8%
79.1%
4/20/16 10:14
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
20.9%
79.0%
4/20/16 10:16
Baseball Field Light Poles
BLP-02
0.0%
0.0%
20.9%
79.0%
4/20/16 10:17
Baseball Field Light Poles
BLP-07
0.0%
0.0%
20.9%
79.0%
4/20/16 10:22
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.0%
78.8%
4/20/16 10:24
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.2%
78.8%
4/20/16 10:26
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.2%
78.8%
4/20/16 10:27
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
21.2%
78.8%
4/20/16 10:30
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.1%
78.8%
4/20/16 10:31
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.2%
78.8%
4/20/16 10:33
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
21.2%
78.8%
4/20/16 10:35
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
21.3%
78.7%
4/20/16 10:36
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.3%
78.7%
4/20/16 10:37
Baseball Field Light Poles
BLP-10
0.0%
0.2%
21.1%
78.6%
4/20/16 10:41
Baseball Field Light Poles
BLP-05
0.4%
20.2%
77.6%
4/20/16 10:45
Baseball Field 4 Bleachers
SD-24
0.0%
0.2%
21.2%
78.7%
4/20/16 10:57
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.0%
78.9%
4/20/16 10:58
Baseball Field Light Poles
BLP-24
0.0%
0.0%
21.0%
78.9%
4/20/16 11:01
1 Baseball Field Light Poles
BLP-25
0.0%
0.0%
20.9%
1 79.0%
CAR200048 Page 58 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/20/16 11:04
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.9%
79.0%
4/20/16 11:06
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.9%
79.1%
4/20/16 11:07
Baseball Field Light Poles
BLP-26
0.0%
0.0%
20.8%
79.1%
4/20/16 11:09
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.8%
79.1%
4/20/16 11:11
Baseball Field Scoreboards
BSB-4
0.0%
0.0%
20.8%
79.1%
4/20/16 11:13
Baseball Field Light Poles
BLP-27
0.0%
0.0%
20.8%
79.1%
4/20/16 11:15
Baseball Field Light Poles
BLP-28
0.0%
0.0%
20.8%
79.2%
4/20/16 11:17
Baseball Field Light Poles
BLP-29
0.7%
0.4%
20.3%
78.4%
4/20/16 11:19
Baseball Field Light Poles
BLP-30
0.0%
0.1%
20.9%
78.9%
4/20/16 11:20
Baseball Field Scoreboards
BSB-5
0.0%
0.0%
20.9%
79.0%
4/20/16 11:22
Baseball Field Light Poles
BLP-11
0.0%
0.0%
20.9%
79.1%
4/20/16 11:24
Baseball Field Light Poles
BLP-12
0.0%
0.0%
20.9%
79.0%
4/20/16 11:26
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
21.0%
79.0%
4/20/16 11:28
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
21.1%
78.9%
4/20/16 11:30
Baseball Field Light Poles
BLP-13
0.0%
1 0.0%
21.1%
78.8%
4/20/16 11:32
Baseball Field Light Poles
BLP-14
0.0%
0.0%
21.1%
78.8%
4/20/16 11:34
Baseball Field Scoreboards
BSB-1
0.0%
0.0%
21.1%
78.8%
4/20/16 11:36
Baseball Field Light Poles
BLP-15
0.0%
0.0%
21.2%
78.7%
4/20/16 11:37
Baseball Field Light Poles
BLP-16
0.0%
0.0%
21.3%
78.7%
4/20/16 11:38
Baseball Field Light Poles
BLP-17
0.0%
0.0%
21.2%
78.7%
4/20/16 11:39
Baseball Field Light Poles
BLP-18
0.0%
0.0%
21.3%
78.7%
4/20/1612:23
Soccer Fields3/4
SD-43
0.0%
0.0%
21.1%
78.8%
4/20/1612:25
Soccer Fields3/4
SD-42
0.0%
0.0%
21.1%
78.8%
4/20/1612:27
Soccer Fields3/4
SD-40
0.0%
0.0%
21.1%
78.8%
4/20/16 12:29
Soccer Fields 3/4
SD-41
0.0%
0.0%
21.1%
78.8%
4/20/16 12:32
Soccer Light Poles
SLP-10
0.0%
0.0%
21.0%
78.9%
4/20/16 12:34
Soccer Field 2
SD-12
0.0%
0.0%
21.1%
78.9%
4/20/16 12:36
Soccer Light Poles
SLP-09
0.0%
0.0%
21.0%
78.9%
4/20/16 12:40
Soccer Field 2
SD-13
0.0%
0.0%
21.1%
78.9%
4/20/16 12:42
Soccer Light Poles
SLP-08
0.0%
0.0%
21.1%
1 78.8%
4/20/16 12:44
Soccer Light Poles
SLP-04
0.0%
0.0%
21.1%
78.9%
4/20/16 12:45
Soccer Field 1
SD-10
0.0%
0.0%
21.1%
78.8%
4/20/16 12:47
Soccer Light Poles
SLP-05
0.0%
0.1%
20.9%
79.1%
4/20/16 12:49
Soccer Field 1
SD-11
0.0%
0.0%
20.9%
79.0%
4/20/16 12:50
Soccer Light Poles
SLP-06
0.0%
0.0%
21.0%
78.9%
4/20/16 12:53
Soccer Light Poles
SLP-07
0.0%
0.0%
21.0%
78.9%
4/20/16 12:59
Soccer Light Poles
SLP-01
0.0%
0.0%
21.0%
79.0%
4/20/16 13:02
Baseball Fields Parking Lot
SD-09
0.0%
0.0%
20.9%
79.0%
4/20/16 13:03
Baseball Fields Parking Lot
SD-08
0.0%
0.0%
20.9%
79.0%
4/20/16 13:05
Soccer Light Poles
SLP-02
0.0%
0.0%
20.9%
79.0%
4/20/16 13:06
Baseball Fields Parkin Lot
SD-07
0.0%
0.0%
20.9%
79.1%
4/20/16 13:08
Soccer Light Poles
SLP-03
0.0%
0.0%
20.9%
79.1%
4/20/1615:20
4/20/16 15:25
NE Bound Passive
NE Bound Passive
NE Bound Passive
MP-14
MP-15
MP-16
0.0%
0.0%
3.9%
�'
.
0.4%
'.
: '.
'.
19.7%
79.8%
80.0%
80.2%
79.8%
4/20/16 15:30
4/20/16 15:35
NE Bound Passive
MP-17
0.0%
4/20/16 15:43
NE Bound Active
SU-03R
0.0%
0.4%
21.1%
78.4%
4/20/16 15:51
NE Bound Passive
NE Boundary Offsite
MP-20
BP-5
: '
0.0%
1 ' .
0.9%
19.7%
41.3%
79.3%
4/20/16 16:03
4/20/16 16:06
NE Boundary Offsite
S 5
0.091
".
r 1'.
1'.
'.
".
'.
19.8%
20.4%
82.9%
83.1%
78.3%
81.4%
82.6%
77.11%
4/20/16 16:08
4/20/16 16:10
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.0%
0.0%
0.0%
4/20/16 16:12
NE Boundary Offsite
S-6
4/20/16 16:15
NE Boundary Offsite
S-7
0.0%
4/20/16 16:25
1 NE BouDdary Offsite
S-]
0.00%
CAR200048 Page 59 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/20/16 16:27
NE Boundary Offsite
S-2
0.0%
0.7%
20.2%
78.9%
4/20/16 16:30
NE Boundary Offsite
BP-8
0.0%
0.3%
21.1%
78.5%
4/20/16 16:32
NE Boundary Offsite
S-4
0.0%
0.4%
20.4%
79.1 %
4/20/16 16:34
NE Boundary Offsite
S-3
0.0%
0.2%
21.2%
78.6%
4/20/16 16:40
NE Boundary Offsite
BP-2
0.0%
19.6%
78.9%
4/20/16 16:47
NE Boundary Offsite
BP-3
0.0%
1 19.5%
78.9%
4/20/16 17:06
NE Boundary Active
SU-05
0.0%
0.4%
21.1%
78.4%
4/20/16 17:22
NE Boundary Active
SU-06
2.3%
1
76.9%
4/20/16 17:30
NE Boundary Passive
NEB-PZ-1
0.0%
1.2%
20.6%
78.2%
4/20/16 17:35
NE Boundary Active
SU-07
EW-3
EW-2
EW-1
1.3%
:'.
'.
'.
'.
0.9%
'.
'.
1 '.
• '.
.'.
1'.
. 1'.
1'.
'.
1 '.
1 ',
'.
78.2%
0.0%
2.1%
3.1%
2.2%
75.6%
4/20/16 17:58
4/20/16 18:05
4/20/16 18:10
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
4/20/16 18:15
4/20/16 18:25
NE Boundary Passive
NE Boundary Active
MP-31
SU-02
4/20/1618:34
4/20/16 18:37
NE Boundary Passive
NE Boundary Passive
NEB-PZ-2
VMP-1
1 :'.
1 .',
0.6%
:'.
0.9%
1 :'.
.',
20.4%
11.4%
12.1%
27.0%
18.1%
78.2%
4/20/16 18:41
4/20/1618:45
4/20/16 18:54
NE Boundary Passive
NE Boundary Passive
NE Boundary Active
VMP-2
VMP-3
NE System
4/20/16 18:57
NE Boundary Active
NE System
0.6%
0.9%
20.3%
78.1%
4/20/16 19:00
NE Boundary Active
SU-00
0.0%
0.0%
20.0%
79.7%
80.0%
4/20/16 19:04
NE Boundary Active
SU-11
0.0%
4/20/16 19:15
NE Boundary Active
SU-01
0.0%
0.0%
20.2%
79.5%
4/20/16 19:23
NE Boundary Passive
NEB-PZ-3
0.0%
0.5%
1 21.0%
1 78.5%
4/20/16 19:29
NE Boundary Active
SU-10
0.0%
0.0%
20.2%
79.5%
4/20/16 19:41
4/20/16 19:47
4/20/16 19:52
4/21/16 9:40
NE Boundary Active
NE Boundary Passive
NE Boundary Active
Clubhouse Active
SU-09
MP-32
SU-08
SCV-1
0.5%
0.61%.
0.0%
',
:'.
1.3%
0.8%
20.5%
80.9%
53.5%
81.0%
78.7%
4/21/16 10:22
Clubhouse Active
SCV-2
0.0%
0.1%
21.1%
78.7%
4/21/16 10:26
Clubhouse Active
SCV-3
0.0%
0.1%
21.1%
78.7%
4/21/16 10:29
Clubhouse Active
SCV-4
0.0%
0.1%
21.2%
78.7%
4/21/16 10:31
Clubhouse Active
SCV-5
0.0%
0.1%
21.1%
78.6%
4/21/16 10:34
Clubhouse Active
SCV-6
0.0%
0.2%
21.1%
78.6%
4/21/16 10:38
Clubhouse Passive
CHFD-03
0.0%
0.1%
21.2%
78.7%
4/21/16 10:40
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.2%
78.7%
4/21/16 10:41
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.2%
78.7%
4/21/16 10:44
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.2%
78.7%
4/21/16 10:45
Clubhouse Passive
CHFD-04
0.0%
0.0%
1 21.2%
78.7%
4/21/16 10:48
Clubhouse Active
SCV-7
0.0%
0.0%
21.0%
78.9%
4/21/16 10:53
Clubhouse Active
CH System
0.0%
0.0%
20.9%
79.0%
4/21/16 11:24
Maintenance Building
SD-32
0.0%
0.0%
21.0%
78.9%
4/21/16 11:29
Maintenance Building
BP-9
0.0%
80.4%
4/21/16 11:45
T vola Rd
SD-39
0.0%
0.0%
21.0%
78.9%
4/21/16 16:00
South Tryon St HWY 49
SD-33
0.0%
0.0%
21.1%
78.8%
4/21/16 16:02
South Tryon St JfWY 49
SD-34
0.0%
0.0%
21.1%
78.8%
4/21/16 16:04
South Tryon St HWY 49
SD-35
0.0%
0.0%
21.0%
78.8%
4/21/16 16:08
HWY 49 Boundary
30
0.0%
0.0%
• •'.
'.
83.0%
84.3%
4/21/16 16:10
HWY 49 Boundary
29
0.0%
4/21/16 16:13
4/21/16 16:16
4/21/16 16:20
HWY 49 Boundary
HWY 49 Bound
South Tryon St HWY 49
28
27
SD-36
0.0%
• •
0.0%
0.0%
•'.
'.
21.1 %
89.8%
63.5%
78.9%
4/21/16 16:25
South Tryon St HWY 49
SD-37
0.0%
0.0%
21.1%
78.9%
4/21/16 16:32
Leatherman Golf Offsite
LGFD-01
0.0%
0.2%
21.1%
78.6%
CAR200048 Page 60 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO' OZ Balance
4/21/16 16:34
Leatherman Golf Offsite
LGFD-02
0.0%
0.3% 21.1% 78.5%
4/21/16 16:45
Leatherman Golf Offsite
P-1
0.0%
0.1% 21.1% 78.7%
4/21/16 16:49
Leatherman Golf Offsite
P-2
0.0%
0.1% 21.2% 78.6%
4/21/16 16:52
Leatherman Golf Offsite
P-3
0.0%
0.2% 21.2% 78.7%
4/21/16 16:55
Leatherman Golf Offsite
P-4
RW-B
2.7%
0.317c
1 ",
78.5o/o
60.0%
4/21/16 17:00
HWY 49 Bound
4/21/16 17:02
4/21/16 17:04
HWY 49 Bound
HWY 49 Bound
RW-C
RW-D
. "
0.0%
• :'. '. 55.1 %
0.8% 22.0% 77.3%
4/21/16 17:06
HWY 49 Boundary
25
0.0%
0.0% 20.1% 80.0%
4/21/16 17:08
HWY 49 Boundary
24
1 ',
0.0%
•' '.411'.
.. '.
0.0%
` .', 3.6%
'. ". 80.6%
'. 3.7%
:'. '. 5.5%
0.0% 21.0% 78.9OIo
4/21/16 17:10
4/21/16 17:12
HWY 49 Boundary
HWY 49 Boundary
23
22
21
SD-38
4/21/16 17:14
HWY 49 Boundary
4/21/16 17:18
South Tryon St HWY 49
4/21/16 17:20
4/21/16 17:21
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
l 1
10
07
06
05
04
03
.:'.
'.
0.0%
'. 19.5%
. '. 1'. 32.7%
1 .'. '. 80.9%
1 '. ', 80.9%
.:'. ". 80.0%
'. • 1'. 89.7%
'. '. 80.2%
79.8%
4/21/16 17:24
4/21/16 17:28
HWY 49 Boundary
0.0%
4/21/16 17:30
4/21/16 17:32
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
0.0%
0.0%
0.0%
4/21/16 17:35
4/21/16 17:38
HWY 49 Bound
02
O.00/0
4/21/16 17:45
Golf Course Parking Lot
SD-31
0.0%
0.0°
20.9% 79.1%
4/21/16 17:55
T vola Rd
Tunnel
0.0%
0.0%
20.7% 79.3%
5/24/16 15:40
NE Boundary Offsite
BP-5
0.2%
". '. 79.1%
78.9%
'. '. 79.8%
. '. : ". 84.6%
', .:'. 80.7%
0.2% 20.3% 79.4%
5/24/1615:43
NE Boundary Offsite
S-5
0.2%
5/24/16 15:47
5/24/16 15:49
NE Boundary Offsite
NE Boundary Offsite
BP-7
BP-6
0.1%
0.1%
0.1%
5/24/16 15:52
NE Boundary Offsite
S-6
5/24/16 15:59
NE Boundary Offsite
S-7
0.1%
5/24/16 16:15
5/24/16 16:16
NE BouDdary Offsite
NE Boundary Offsite
S-1
S-2
S-3
0.1%
0.0%
0.1%
IM, '. 82.3%
'. 1 82.9%
0.0% 20.1 % 79.7%
5/24/16 16:26
NE Boundary Offsite
5/24/16 16:30
NE Boundary Offsite
S-4
0.1%
'. 81.9%
1.1% 19.6% 79.1%
5/24/1616:32
NE Boundary Offsite
BP-8
0.1%
6/28/16 14:06
NE Boundary Offsite
BP-5
0.0%
0.0%
'. : 1'. 78.9%
'. ' '. 77.9%
1.0% '. 80.6%
0.5% 20.0% 79.4%
6/28/16 14:09
NE Boundary Offsite
S-5
6/28/16 14:12
NE Boundary Offsite
BP-7
0.0%
6/28/16 14:15
NE Boundary Offsite
S-6
0.0%
6/28/16 14:18
6/28/16 14:25
NE Boundary Offsite
NE Boundary Offsite
S-7
BP-6
0.0%
0.0%
• '. 79.4%
". '. 83.1%
6/28/1614:30
NE Boundary Offsite
S-1
0.0%
180.6%
:'. 78.8%
0.1% 20.7% 79.1%
6/28/16 14:34
6/28/16 14:37
NE Boundary Offsite
NE Boundary Offsite
S-2
S-3
0.0%
0.0%
6/28/16 14:40
NE Boundary Offsite
S-4
0.0%
0.2% 20.7% 78.9%
6/28/16 14:43
NE Boundary Offsite
BP-8
0.0%
0.3% 20.1% 79.5%
7/20/16 8:45
7/20/16 9:00
NE Boundary Passive
NE Boundary Passive
MP-14
MP-16
MP-17
0.1%
0.3%
0.0%
1 &MV21279.3%
: ' '. 1 78.3%
0.4% 20.1% 79.4%
7/20/16 9:11
NE Boundary Passive
7/20/16 9:28
NE Boundary Passive
MP-31
EW-1
EW-2
EW-3
'.
'.
'.
1'.
1 •'. 1 1.2%
'. 1 '. 3.3%
1 '. 1 1'. 1.0%
'. 1 1'. 3.6%
0.3% 20.5% 79.0%
7/20/16 9:47
7/20/16 9:56
7/20/16 10:03
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
7/20/16 10:15
NE Boundary Offsite
S-1
0.1%
7/20/16 10:17
NE BouDdary Offsite
S-2
0.0%
78.7%
CAR200048 Page 61 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/20/16 10:19
NE Boundary Offsite
S-3
0.0%
0.5%
20.0%
79.5%
7/20/16 10:23
NE Boundary Offsite
S-4
0.0%
.'.
0.7%
20.2%
80.2%
79.1%
7/20/16 10:25
NE Boundary Offsite
BP-8
0.0%
7/20/16 10:45
7/20/16 10:49
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-5
0.0%
0.0%
',
'.
'.
'.
".
0.1%
:.'.
'.
' :'.
'.
' .'.
20.8%
78.8%
78.3%
78.6%
79.1%
82.4%
77.8%
79.1%
7/20/16 10:50
NE Boundary Offsite
BP-6
0.0%
7/20/1610:52
7/20/16 10:55
7/20/16 10:59
7/20/16 11:14
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
Baseball Field Light Poles
BP-7
S-6
S-7
BLP-01
0.0%
0.0%
0.0%
0.0%
7/20/16 11:28
Baseball Field s Parking Lot
SD-01
0.0%
0.2%
20.7%
79.1%
7/20/16 11:28
Baseball Field s Parking Lot
SD-02
0.0%
0.0%
20.7%
79.1%
7/20/16 11:29
Baseball Field s Parking Lot
SD-03
0.0%
0.1%
20.7%
79.1%
7/20/16 11:30
Baseball Field s Parking Lot
SD-04
0.0%
0.0%
1 20.8%
79.1%
7/20/16 11:31
Baseball Field Score Boards
BSB-2
0.0%
0.0%
20.8%
79.1%
7/20/16 11:34
Baseball Field Light Poles
BLP-08
0.0%
0.1%
20.7%
79.2%
7/20/16 11:35
Baseball Field Light Poles
BLP-03
0.0%
0.0%
20.8%
79.1%
7/20/16 13:11
Leatherman Golf Offsite
LGFD-01
0.0%
0.0%
19.8%
80.1%
7/20/16 13:13
Leatherman Golf Offsite
LGFD-02
0.0%
0.6%
80.2%
7/20/16 13:23
7/20/16 13:24
South Tryon St HWY 49
South Tryon St HWY 49
SD-33
SD-34
0.0%
0.0%
0.1%
0.0%
'.
• '.
'.
80.6%
80.7%
80.7%
7/20/16 13:26
South Tryon St HWY 49
SD-35
0.0%
0.0%
7/20/16 13:35
HWY 49 Boundary
30
0.0%
0.6%
'.
80.3%
7/20/16 13:40
7/20/16 13:49
HWY 49 Boundary
HWY 49 Boundary
29
28
0.0%
1 0.0%
0.7%
0.1%
` 1'.
20.0%
80.2%
79.8%
7/20/16 13:58
HWY 49 Boundary
27
0.0%
1
1 . -
83.0%
7/20/16 14:00
7/20/16 14:01
HWY 49 Boundary
HWY 49 Bound
RW-B
RW-C
0.0%
'.
No . ,
.:'.
` .
80.0%
29.0%
7/20/16 14:04
HWY 49 Bound
RW-D
0.0%
0.5%
19.8%
79.7%
7/20/16 14:12
HWY 49 Boundary
25
0.0%
OXI.'.
80.2%
7/20/16 14:17
HWY 49 Boundary
24
".
15.2%
7/20/16 14:25
HWY 49 Bound
23
2.5%
M,"
80.9%
7/20/16 14:35
Maintenance BuildingSD-32
0.0%
0.0%
20.6%
79.3%
7/20/16 14:42
HWY 49 Bound
21
12.3%
7/20/16 14:50
South Tryon St HWY 49
SD-37
0.0%
0.2%
20.1 %
79.6%
7/20/16 14:52
South Tryon St HWY 49
SD-36
0.0%
0.0%
20.2%
79.7%
7/20/16 15:05
HWY 49 Boundary
03
0.0%
1'.
1 1'.
'.
".
".
'.
1 '.
'.
'.
'.
'.
:'
20.6%
79.5%
79.2010
79.5%
79.6%
79.8%
55.4%
73.7%
79.2%
7/20/16 15:08
HWY 49 Boundary
02
0.0%
7/20/16 15:17
7/20/16 15:17
7/20/16 15:21
7/20/16 15:33
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
04
OS
06
10
0.0%
0.0'7
0.0%
7/20/16 15:36
7/20/16 15:51
HWY 49 Boundary
South Tryon St HWY 49
11
SD-38
0.7°10
0.0%
.'.
0.1%
7/20/16 16:13
Soccer Fields 3/4
SD-42
0.0%
0.0%
20.4%
79.6%
7/20/16 16:16
Soccer Fields 3/4
SD-43
0.0%
0.0%
20.4%
79.5%
7/20/16 16:18
Soccer Fields 3/4
SD-41
0.0%
0.0%
20.5%
79.4%
7/20/16 16:20
Soccer Fields 3/4
SD-40
0.0%
0.0%
20.6%
79.4%
7/20/16 16:23
Soccer Light Poles
SLP-10
0.0%
0.0%
20.6%
79.3%
7/20/16 16:24
Soccer Field 2
SD-12
0.0%
0.0%
20.7%
79.3%
7/20/16 16:25
Soccer Light Poles
SLP-09
0.0%
0.0%
20.7%
79.3%
7/20/16 16:29
Soccer Light Poles
SLP-08
0.0%
0.0%
1 20.7%
1 79.3%
7/20/16 16:34
Soccer Field 2
SD-13
0.0%
0.0%
20.8%
79.0%
7/20/16 16:38
Soccer Light Poles
SLP-04
0.0%
0.0%
20.9%
79.1%
7/20/16 16:43
Soccer Field 1
SD-10
1 0.0%
0.0%
21.0%
79.0%
CAR200048 Page 62 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
7/20/16 16:44
Soccer Light Poles
SLP-05
SD-11
.'.
0.0%
.'.
0.0%
20.8%
27.5%
79.2%
7/20/16 16:48
Soccer Field 1
7/20/16 16:50
Soccer Light Poles
SLP-06
0.0%
0.0%
20.9%
79.1%
7/20/16 16:51
Soccer Light Poles
SLP-07
0.0%
0.0%
20.9%
79.0%
7/20/16 16:55
Soccer Li ht Poles
SLP-03
0.0%
0.0%
20.9%
79.1%
7/20/16 16:57
Soccer Light Poles
SLP-02
::9
0.0%
0.0%
20.8%
67.2%
79.0%
7/20/16 17:01
Baseball Fields Parking Lot
SD-08
7/20/16 17:04
Soccer Light Poles
SLP-01
0.0%
0.0%
20.9%
79.1%
7/20/16 17:08
Baseball Fields Parking Lot
SD-09
0.0%
0.0%
20.9%
79.1%
7/20/16 17:11
Baseball Fields Parking Lot
SD-07
0.0%
0.0%
20.9%
79.1%
7/20/16 17:16
Baseball Field Light Poles
BLP-27
0.0%
0.0%
20.0%
79.0%
7/20/16 17:18
Baseball Field Score Boards
BSB-4
0.0%
0.0%
20.9%
79.1%
7/20/16 17:20
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
21.0%
79.0%
7/20/16 17:21
Baseball Field Light Poles
BLP-26
0.0%
0.0%
21.1%
78.9%
7/20/16 17:23
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
21.0%
79.0%
7/20/16 17:24
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.1%
1 78.8%
7/20/16 17:25
Baseball Field Light Poles
BLP-25
0.0%
0.0%
1 21.0%
78.9%
7/20/16 17:27
Baseball Field Light Poles
BLP-24
2.0%
0.0%
20.3%
77.9%
79.6%
7/21/16 8:33
NE Boundary Active
SU-03R
0.0%
7/21/16 8:39
NE Boundary Active
SU-05
0.0%
0.3%
20.3%
79.4%
7/21/16 8:46
NE Boundary Active
SU-06
0.6%
1.3%
. '.
: 1'
19.5%
78.71/10
79.2%
79.0%
7/21/16 8:51
NE Boundary Active
SU-07
0.0%
7/21/16 8:57
NE Boundary Active
SU-02
0.2%
7/21/16 9:01
NE Boundary Active
SU-08
0.0%
1.0%
19.6%
79.2%
7/21/16 9:07
NE Boundary Active
SU-09
0.0%
0.9%
19.9%
79.1%
7/21/16 9:15
NE Boundary Active
SU-10
0.0%
0.4%
20.5%
79.0%
7/21/16 9:20
NE Boundary Active
SU-01
0.0%
0.1%
20.8%
79.0%
7/21/16 9:24
NE Boundary Active
SU-11
0.0%
0.2%
1 20.7%
78.9%
7/21/16 9:31
NE Boundary Active
NE System
0.0%
0.1%
20.9%
78.9%
7/21/16 9:33
NE Boundary Active
NE System
0.0%
0.8%
19.9%
79.0%
7/21/16 9:55
7/21/16 10:12
NE Boundary Passive
NE Boundary Passive
NE Boundary Offsite
MP-32
MP-20
BP-3
',
1
0.0%
:.'
.
0.5%
20.6%
2.9%
36.9%
78.7%
7/21/16 10:27
7/21/16 10:35
Golf Course Parking Lot
SD-31
0.0%
0.0%
20.6%
79.3%
7/21/16 10:44
NE Boundary Passive
MP-15
0.0%
0.2%
20.9%
78.8%
7/21/16 10:54
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.0%
78.9%
7/21/16 10:56
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.0%
78.9%
7/21/16 10:56
Baseball Field Score Boards
BSB-3
0.0%
0.0%
21.0%
79.0%
7/21/16 10:57
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.0%
79.0%
7/21/16 11:02
Baseball Field Light Poles
BLP-09
0.0%
0.0%
20.8%
79.1%
7/21/16 11:03
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
20.7%
79.2%
7/21/16 11:05
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.0%
78.9%
7/21/16 11:05
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
20.9%
79.1%
7/21/16 11:06
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
20.9%
79.1%
7/21/16 11:09
Baseball Field 5 Bleachers
SD-22
0.0%
0.3%
20.7%
1 79.0%
7/21/16 11:10
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
20.9%
79.0%
7/21/16 11:10
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
20.9%
79.0%
7/21/16 11:11
Baseball Field Light Poles
BLP-05
BLP-10
3.8%
0.0%
21.1%
63.4%
77.3%
78.9%
7/21/16 11:12
Baseball Field Light Poles
7/21/16 11:15
Baseball Field 5 Bleachers
SD-21
0.0%
7/21/16 11:16
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
20.9%
79.0%
7/21/16 11:18
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
21.0%
78.9%
7/21/16 11:20
Baseball Field Light Poles
BLP-06
0.0%
0.1%
20.6%
79.1%
7/21/16 11:22
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
20.9%
79.0%
7/21/16 11:24
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.0%
79.1%
CAR200048 Page 63 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/21/16 11:24
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
20.8%
78.9%
7/21/16 11:26
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.0%
79.0%
7/21/16 11:27
Baseball Field 3 Bleachers
SD-17
0.0%
0.0%
20.9%
79.1%
7/21/16 11:27
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
20.8%
79.2%
7/21/16 11:36
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.8%
79.1%
7/21/16 11:40
Baseball Field s Parkin Lot
SD-05
0.0%
0.0%
21.1%
78.9%
7/21/16 11:41
Baseball Field s Parkin Lot
SD-06
0.0%
0.0%
21.1%
78.9%
7/21/16 11:44
Baseball Field Light Poles
BLP-11
0.0%
0.5%
20.7%
78.8%
7/21/16 11:46
7/21/16 11:48
Baseball Field Score Boards
Baseball Field Light Poles
BSB-5
BLP-30
0.3%
0.4%
20.7%
62.6%
78.4%
7/21/16 11:50
Baseball Field Light Poles
BLP-29
0.0%
0.1%
20.9%
78.9%
7/21/16 11:51
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.1%
78.9%
7/21/16 13:41
Clubhouse Active
SCV-1
0.6%
79.5%
7/21/16 13:44
Clubhouse Active
SCV-2
0.0%
0.1%
19.9%
79.9%
7/21/1613:47
Clubhouse Active
SCV-3
0.0%
0.0%
20.1%
79.8%
7/21/16 13:52
Clubhouse Active
SCV-4
0.0%
0.0%
20.1%
79.8%
7/21/16 13:53
Clubhouse Active
SCV-5
0.0%
0.2%
19.9%
79.8%
7/21/16 13:55
Clubhouse Active
SCV-6
0.2%
0.2%
20.0%
79.5%
7/21/16 13:57
Clubhouse Active
SCV-7
0.0%
0.0%
20.2%
79.7%
7/21/16 14:01
Clubhouse Active
CH System
0.0%
0.0%
20.1%
1 79.8%
7/21/16 14:14
Clubhouse Passive
CHFD-04
0.0%
0.0%
20.3%
79.6%
7/21/16 14:15
Clubhouse Passive
CHFD-01
0.0%
0.0%
20.4%
79.6%
7/21/16 14:16
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.4%
79.6%
7/21/16 14:16
Clubhouse Passive
CHFD-03
0.0%
0.0%
20.4%
79.6%
7/21/16 14:17
Clubhouse Passive
CHFD-05
0.0%
0.0%
1 20.4%
79.6%
7/21/16 15:20
Maintenance Building
BP-9
0.0%
1
80.7%
7/21/1616:20
T voland
Tunnel
0.0%
0.1%
20.7%
79.2%
7/21/16 16:46
T vola Rd
SD-39
0.0%
0.0%
20.6%
79.3%
7/21/16 16:58
Leatherman Golf (Offsite)
P-1
0.0%
' '. 79.5%
'. '. 80.2%
78.1%
1'. '. 79.6%
'. '. 78.9%
'. .'. 78.5%
'. '. 78.1%
1.2% '. 79.4%
• : '. 79.2%
.:'. 1', 76.1%
'. . '. 80.7%
'. 79.2%
0.1% 19.5% 80.2%
7/21/16 17:03
Leatherman Golf Offsite
P-2
0.0%
7/21/1617:10
7/21/16 17:12
8/22/16 16:10
Leatherman Golf Offsite
Leatherman Golf Offsite
NE Boundary Offsite
P-3
P-4
BP-5
4.7%
0.0%
0.2%
8/22/16 16:13
NE Boundary Offsite
S-5
0.2%
8/22/1616:17
8/22/16 16:19
8/22/16 16:22
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
S-6
0.1%
0.1%
0.6%
8/22/16 16:24
NE Boundary Offsite
S-7
0.6%
8/22/16 16:30
8/22/16 16:32
8/22/16 16:34
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-1
S-2
S-3
0.3%
0.0%
0.0%
8/22/16 16:35
NE Boundary Offsite
S-4
0.0%
:'.
'.
0.0%
'.
:'.
•'.
20.6°Io
79.6%
79.4%
78.1%
79.0%
79.3%
8/22/1616:38
9/19/16 15:51
9/19/16 15:54
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-8
S-1
S-2
0.5%
0.0%
0.0%
9/19/16 15:56
NE Boundary Offsite
S-3
0.0%
9/19/16 15:58
NE Boundary Offsite
S-4
0.0%
- '.
'.
80.4%
9/19/16 16:00
9/19/16 16:05
NE Boundary Offsite
NE Boundary Offsite
BP-8
BP-5
0.0%
0.0%
0.6%
'.
'.
` .'
` .'.
:'.
'.
: ".
:'.
:'.
'.
'.
' 1'.
.'.
' :'.
80.4%
79.0%
79.7%
79.2%
82.91/0
79.2%
81.7%
77.9oIo
9/19/16 16:09
NE Boundary Offsite
S-5
0.0%
9/19/16 16:13
9/19/16 16:20
9/19/16 16:23
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-7
S-6
BP-7
0.0%
0.0%
0.0%
9/19/16 16:25
NE Boundary Offsite
BP-6
0.0%
10/19/16 7:50
NE Boundary Passive
MP-14
0.0%
CAR200048 Page 64 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
Oz
Balance
10/19/16 7:54
NE Bound Passive
MP-15
0.0%
0.0%
21.2%
78.7%
10/19/16 8:07
NE Bound Passive
MP-16
0.0%
".
83.3%
10/19/16 8:26
NE Bound Active
SU-03R
0.0%
0.0%
21.1 %
78.7%
10/19/16 8:41
NE Bound Passive
MP-17
0.0%
0.0%
21.2%
78.8%
10/19/16 8:46
NE Bound Active
SU-OS
19.8%
78.0%
10/19/16 8:53
NE Bound Active
SU-06
:'.
'.78.5%
78.2%
10/19/16 9:06
NE Bound Active
SU-07
10/19/16 9:16
NE Bound Active
SU-02
)Ok
'.
19.7%
78.0%
10/19/16 9:25
NE Bound Active
SU-08
:'.
20.0%
78.1%10/19/16
9:38
NE Bound Active
SU-09
'.
19.9c/o
78.3%
10/19/16 9:44
NE Bound Active
SU-10
0.3%
20.7%
78.9%
10/19/16 9:50
NE Bound Active
SU-01
0.0°Io
21.01%
79.0%
10/19/16 9:54
NE Boundary Active
SU-11
0.0%
0.1%
20.7%
79.1%
10/19/16 10:02
NE Boundary Active
NE System
0.0%
19.7%
78.1%
10/19/16 10:03
NE Boundary Active
NE System
0.0%
IM,
21.1%
78.9%
10/19/16 10:33
10/19/1610:40
NE Boundary Passive
NE Boundary Passive
MP-32
MP-20
MP-31
'.1
0.0%
1 .'.
1 0.0%
1
20.2%
5.9%
68.9%
6.0%
4.2%
79.6%
10/19/16 10:45
NE Boundary Passive
10/19/16 10:51
10/19/16 12:12
NE Boundary Passive
Leatherman Golf Offsite
EW-1
LGFD-01
10/19/16 12:14
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
20.3%
79.6%
10/19/16 12:17
Leatherman Golf Offsite
P-4
1
77.5%
10/19/16 12:22
10/19/16 12:28
Leatherman Golf Offsite
Leatherman Golf Offsite
P-3
P-2
0.0%
0.0%
0.0%
0.0%
'.
• •'.
'.
20.1 %
83.7%
79.8%
10/19/16 12:34
Leatherman Golf Offsite
P-1
80.8%
79.8%
10/19/16 12:46
South Tryon St HWY 49
SD-33
0.0%
10/19/16 12:49
South Tryon St HWY 49
SD-34
0.0%
0.0%
20.1 %
79.2%
10/19/16 12:50
South Tryon St HWY 49
SD-35
0.0%
0.0%
20.2%
79.8%
10/19/16 13:00
HWY 49 Boundary
29
0.0%
0.0%
• '.
20.1 %
80.6%
79.9%
10/19/16 13:00
South Tryon St HWY 49
SD-36
0.0%
10/19/16 13:03
HWY 49 Boundary
28
0.0%
'.
'.
82.9%
10/19/16 13:10
HWY 49 Boundary
30
27
RW-13
RW-D
0.0%
4.6%
' '.
: •'.
' :'.
1.1 %
'.
1 '.
20.3oIo
80.0%
10/19/16 13:15
HWY 49 Boundary
76.6%
17.4%
78.6%
10/19/16 13:20
HWY 49 Bound
10/19/16 13:22
HWY 49 Bound
0.0%
10/19/16 13:25
HWY 49 Bound
HWY 49 Boundary
RW-C
25
�l
0.0%
0.0%
20.6%
22.8%
10/19/16 13:31
79.3%
10/19/16 13:35
HWY 49 Boundary
24
23
122
121
o2
01 :
0.0%
1
•1 '.
0.o%
0.w'
' '
.'.
.'.
• -,
'.
'.
1'.
'.
'.
•'.
15.9%
83.1%
44.0%
10/19/16 13:38
10/19/16 13:46
10/19/16 13:50
HWY 49 Boundary
1 HWY 49 Boundary
HWY 49 Boundary
15.8%
10/19/16 14:01
HWY 49 Bound
81.2%
79.7%
10/19/16 14:04
HWY 49 Bound
o3
CAR200048 Page 65 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
10/19/16 14:06
HWY 49 Boundary
04
05
0.0%
0.0%
'.
'.
'.
80.3%
80.4%
10/19/16 14:09
HWY 49 Boundary
10/19/16 14:19
10/19/16 14:21
10/19/16 14:27
HWY 49 Boundary
HWY 49 Boundary
South Tryon St HWY 49
10
11
SD-38
0.0%
'.
".
0.0%
1 '.
'.
20.5%
46.4%
38.6%
79.4%
10/19/16 14:29
South Tryon St HWY 49
SD-37
0.0%
0.0%
20.5%
79.4%
10/19/16 14:56
Soccer Fields 3/4
SD-40
0.0%
0.0%
20.5%
79.5%
10/19/16 14:59
Soccer Fields 3/4
SD-42
0.0%
0.0%
20.5%
79.5%
10/19/16 15:01
Soccer Fields 3/4
SD-43
0.0%
0.0%
20.5%
79.4%
10/19/16 15:03
Soccer Fields 3/4
SD-41
0.0%
0.0%
20.7%
79.3%
10/19/16 15:07
Sccer Light Poles
SLP-10
0.0%
0.0%
20.7%
79.2%
10/19/16 15:08
Soccer Field 2
SD-12
0.0%
0.0%
20.7%
79.3%
10/19/16 15:09
Sccer Light Poles
SLP-09
0.0%
0.0%
20.7%
79.3%
10/19/16 15:15
Soccer Field 2
SD-13
0.0%
0.0%
20.7%
1 79.2%
10/19/16 15:16
Sccer Light Poles
SLP-08
0.0%
0.0%
20.8%
79.2%
10/19/16 15:34
NE Boundary Offsite
S-1
0.0%
84.9%
10/19/16 15:40
NE Boundary Offsite
S-2
0.0%
0.2%
20.4%
79.3%
10/19/16 15:42
NE Boundary Offsite
BP-8
0.0%
0.2%
20.6%
79.1%
10/19/16 15:44
NE Boundary Offsite
S-4
0.0%
0.5%1
19.8%
79.5%
10/19/16 15:46
NE Boundary Offsite
S-3
0.0%
0.0%
20.7%
1 79.3%
10/19/16 15:56
10/19/16 16:10
NE Boundary Offsite
NE Boundary Offsite
BP-3
BP-5
0.0%
0.0%
:'.
:'.
'.
• I
:.
'.
".
19.6%
79.0%
78.9%
83.2%
86.8%
78.8%
10/19/16 16:12
10/19/16 16:15
10/19/16 16:18
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
BP-7
0.0%
0.0%
0.0%
10/19/16 16:20
NE Boundary Offsite
S-6
0.0%
'.
0.2°
20.3%
85.0%
79.4%
10/19/16 16:22
NE Boundary Offsite
S-7
0.0%
10/20/16 7:35
Baseball Field s Parking Lot
SD-01
0.0%
0.0%
21.1%
78.8%
10/20/16 7:36
Baseball Field s Parking Lot
SD-02
0.0%
0.0%
21.0%
78.8%
10/20/16 7:37
Baseball Field s Parking Lot
SD-03
0.0%
0.0%
21.0%
78.9%
10/20/16 7:40
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.1%
78.8%
10/20/16 7:42
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.1%
78.8%
10/20/16 7:43
Baseball Field Score Boards
BSB-3
0.0%
0.0%
21.2%
78.7%
10/20/16 7:44
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.2%
78.7%
10/20/16 7:46
Baseball Field Light Poles
BLP-24
0.0%
0.0%
21.0%
78.9%
10/20/16 7:52
Baseball Field Light Poles
BLP-25
3.4%
74.2%
10/20/16 7:56
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.2%
78.6%
10/20/16 8:02
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
21.2%
78.7%
10/20/16 8:03
Baseball Field Light Poles
BLP-26
0.0%
0.0%
21.2%
78.7%
10/20/16 8:06
Baseball Field Score Boards
BSB-4
0.0%
0.0%
21.3%
78.7%
10/20/16 8:07
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
21.4%
78.6%
10/20/16 8:09
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.2%
78.7%
10/20/16 8:11
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.3%
78.7%
10/20/16 8:14
Baseball Field Light Poles
BLP-29
0.0%
0.0%
21.4%
78.6%
10/20/16 8:16
Baseball Field Light Poles
BLP-30
2.2%
19.9%
76.2%
10/20/16 8:27
Baseball Field Light Poles
BLP-11
0.0%
0.0%
21.3%
78.6%
10/20/16 8:29
Baseball Field s Parking Lot
SD-05
0.0%
0.0%
21.4%
78.6%
10/20/16 8:30
Baseball Field s Parking Lot
SD-06
0.0%
0.0%
21.4%
78.5%
10/20/16 8:35
Baseball Field s Parking Lot
SD-04
0.0%
0.0%
21.4%
78.7%
10/20/16 8:40
Baseball Field Light Poles
BLP-08
0.0%
0.0%
21.2%
78.7%
10/20/16 8:42
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.2%
78.7%
10/20/16 8:43
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.2%
78.8%
10/20/16 8:45
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.2%
78.7%
10/20/16 8:46
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.3%
78.7%
10/20/16 8:47
Baseball Field 4 Ri htfield
SD-26
0.0%
1 0.0%
1 21.2%
78.7%
CAR200048 Page 66 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/20/16 8:48
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.2%
78.8%
10/20/16 8:49
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.2%
78.7%
10/20/16 8:51
Baseball Field Light Poles
BLP-05
0.0%
0.0%
21.1%
78.8%
10/20/16 8:52
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
21.2%
78.8%
10/20/16 8:53
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.2%
78.9%
10/20/16 8:54
Baseball Field Light Poles
BLP-10
'
24.8%
10/20/16 9:02
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
21.3%
78.7%
10/20/16 9:04
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.2%
78.8%
10/20/16 9:05
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.2%
78.8%
10/20/16 9:07
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
21.2%
78.8%
10/20/16 9:09
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.2%
78.8%
10/20/16 9:11
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.1%
78.9%
10/20/16 9:12
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.1%
78.8%
10/20/16 9:13
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.2%
78.7%
10/20/16 9:14
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.1%
1 78.9%
10/20/16 9:15
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
21.1%
78.9%
10/20/16 9:18
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
21.1%
78.9%
10/20/16 9:20
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.2%
78.8%
10/20/16 9:32
Baseball Field Score Boards
BSB-5
0.0%
0.0%
21.1%
79.7%
10/20/16 9:36
Baseball Field Score Boards
SLP-03
0.0%
0.0%
21.1%
78.7%
10/20/16 9:38
Soccer Light Poles
SLP-07
0.0%
0.0%
21.2%
78.8%
10/20/16 9:40
Soccer Light Poles
SLP-06
0.0%
0.0%
21.1%
78.8%
10/20/16 9:41
Soccer Field 1
SD-11
0.0%
0.0%
21.1%
78.9%
10/20/16 9:42
Soccer Light Poles
SLP-05
2.7%
0.0%
0.0%
".
21.0%
74.1%
10/20/16 9:45
Soccer Field 1
SD-10
78.9%
10/20/16 9:48
Soccer Light Poles
SLP-04
0.0%
20.7%
76.8%
10/20/16 9:50
Soccer Light Poles
SLP-01
0.0%
0.0%
21.0%
78.9%
10/20/16 9:53
Baseball Fields Parking Lot
SD-09
0.0%
0.0%
21.1%
78.8%
10/20/16 9:54
Baseball Fields Parking Lot
SD-08
0.0%
0.0%
21.1%
78.8%
10/20/16 9:56
Soccer Light Poles
SLP-02
0.0%
0.0%
21.1%
78.9%
10/20/16 9:57
Baseball Fields Parking Lot
SD-07
0.0%
0.0%
21.1%
78.8%
10/20/16 11:20
T vola Rd
Tunnel
0.0%
0.0%
1 20.5%
79.4%
10/20/16 11:49
Clubhouse Active
SCV-1
0.8%
77.9%
10/20/16 11:51
Clubhouse Active
SCV-2
0.0%
0.0%
20.8%
79.1%
10/20/16 11:52
Clubhouse Active
SCV-3
0.0%
0.0%
20.9%
79.1%
10/20/16 11:55
Clubhouse Active
SCV-4
0.0%
0.0%
20.9%
79.1%
10/20/16 11:57
Clubhouse Active
SCV-5
0.0%
0.0%
20.8%
79.1%
10/20/16 11:58
Clubhouse Active
SCV-6
0.0%
0.0%
1 20.7%
79.3%
10/20/16 12:00
Clubhouse Active
SCV-7
0.0%
0.0%
1 20.9%
79.1%
10/20/16 12:02
Clubhouse Active
CH System
0.0%
0.0%
20.7%
79.2%
10/20/16 12:06
Clubhouse Passive
CHFD-04
1.5%
1.3%
20.0%
79.1%
10/20/16 12:07
Clubhouse Passive
CHFD-01
0.0%
0.0%
20.8%
79.2%
10/20/16 12:08
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.8%
1 79.2%
10/20/16 12:10
Clubhouse Passive
CHFD-03
0.0%
0.0%
20.9%
79.2%
10/20/16 12:12
1 Clubhouse Passive
CHFD-05
0.0%
0.0%
1 20.9%
79.0%
10/20/16 12:47
1 Maintenance Building
BP-9
0.0%
78.1%
10/20/16 12:50
IMaintenance Building
SD-32
1 0.0%
0.0%
20.6%
79.3%
CAR200048 Page 67 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
Oz
Balance
10/20/16 13:06
HWY 49 Boundary
06
0.0%
"W,
0.0%
E.'
20.9%
79.0%
10/20/1614:25
Golf Course Parking Lot
SD-31
0.0%
10/20/16 14:45
10/20/16 14:55
10/20/16 16:00
NE Boundary Passive
NE Boundary Passive
T vola Rd
EW-2
EW-3
SD-39
•'.
0.0%
1 :'.
RE MW
0.0%
:'.
20.8%
9.2%
10.8%
79.2%
11/17/16 15:44
NE Boundary Offsite
S-1
0.0%
0.6%
19.7%
83.8%
79.7%
11/17/16 15:47
NE Boundary Offsite
S-2
0.0%
11/17/16 15:48
NE Boundary Offsite
S-3
0.0%
0.0%
20.7%
79.3%
11/17/16 15:50
11/17/16 15:52
11/17/16 16:04
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-4
BP-8
BP-5
0.0%
0.0%
0.0%
0.9%
1.3%
0.9%
• '.
'.
19.7%
79.7%
80.5%
79.4%
11/17/16 16:06
NE Boundary Offsite
S-5
0.0%
• .'.
1 "
79.5%
11/17/16 16:10
NE Boundary Offsite
S-7
0.0%
1.2%
19.9%
79.8%
79.7%
78.8%
11/17/16 16:15
NE Boundary Offsite
S-6
0.0%
11/17/16 16:17
NE Boundary Offsite
BP-7
0.0%
11/17/16 16:19
NE Boundary Offsite
BP-6
0.0%
80.8%
12/15/16 15:44
NE Boundary Offsite
BP-5
0.1%
0.2%
21.2%
78.4%
12/15/16 15:46
NE Boundary Offsite
S-5
0.1%
'
0.8%
'.
20.4%
78.3%
79.9%
78.4%
12/15/16 15:49
12/15/16 15:52
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.1%
0.1%
12/15/16 15:54
NE Boundary Offsite
S-6
0.2%
0.1%
21.3%
78.2%
12/15/16 15:56
NE Boundary Offsite
S-7
0.1%
0.1%
21.3%
78.3%
12/15/16 16:01
NE Boundary Offsite
S-1
0.1%
0.7%
21.3%
77.8%
12/15/16 16:03
NE Boundary Offsite
S-2
0.2%
0.1%
1 21.5%
78.1%
12/15/16 16:05
NE Boundary Offsite
S-3
0.2%
0.5%
20.7%
77.4%
78.6%
12/15/16 16:07
NE Boundary Offsite
S-4
0.1%
12/15/16 16:10
NE Boundary Offsite
BP-8
0.2%
0.2%
21.8%
77.8%
1/18/17 8:19
NE Boundary Active
SU-03R
0.0%
0.0%
21.1%
78.7%
1/18/17 8:37
NE Boundary Passive
MP-15
0.0%
0.0%
21.1%
78.8%
1/18/17 8:41
NE Boundary Passive
MP-14
0.0%
78.7%
1/18/17 8:47
NE Boundary Passive
MP-16
0.0%
0.2%
21.0%
78.7%
1/18/17 8:53
Baseball Field Light Poles
BLP-14
0.0%
0.0%
21.0%
78.8%
1/18/17 8:55
Baseball Field Score Boards
BSB-1
0.0%
0.0%
21.1%
78.8%
1/18/17 8:58
Baseball Field Light Poles
BLP-15
0.0%
0.0%
21.1%
78.8%
1/18/17 8:59
Baseball Field Light Poles
BLP-16
0.0%
0.0%
21.1%
78.8%
1/18/17 9:02
Baseball Field Light Poles
BLP-17
0.0%
0.0%
21.1%
78.8%
1/18/17 9:04
Baseball Field s Parking Lot
SD-03
0.0%
0.0%
21.1%
78.8%
1/18/17 9:05
Baseball Field s Parking Lot
SD-02
0.0%
0.0%
21.0%
78.8%
1/18/17 9:14
Baseball Field Light Poles
BLP-18
0.0%
0.0%
21.1%
78.8%
1/18/17 9:16
Baseball Field Score Boards
BSB-2
0.0%
0.0%
21.1%
78.8%
1/18/17 9:16
Baseball Field s Parking Lot
SD-04
0.0%
0.0%
21.1%
78.8%
1/18/17 9:18
Baseball Field s Parking Lot
BLP-19
0.0%
0.0%
21.7%
78.8%
1/18/17 9:19
Baseball Field Light Poles
BLP-20
0.0%
0.0%
21.2%
78.7%
1/18/17 9:21
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.2%
78.7%
1/18/17 9:23
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.1%
78.7%
1/18/17 9:26
Baseball Field Score Boards
BSB-3
0.0%
0.0%
21.2%
78.7%
1/18/17 9:32
T vola Rd
Tunnel
0.0%
0.0%
21.2%
78.8%
1/18/17 9:39
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.2%
78.7%
1/18/17 9:43
Baseball Field Light Poles
BLP-24
0.0%
0.0%
21.2%
78.7%
1/18/17 9:46
Soccer Fields 3/4
SD-41
0.0%
0.0%
21.1%
78.8%
1/18/17 9:49
Soccer Fields 3/4
SD-43
0.0%
0.0%
21.2%
78.7%
1/18/17 9:51
Soccer Fields 3/4
SD-42
0.0%
0.0%
21.1%
78.8%
1/18/17 9:54
Soccer Fields 3/4
SD-40
0.0%
0.0%
21.1%
78.8%
1/18/17 9:56
Sccer Light Poles
SLP-10
0.0%
0.0%
21.2%
78.9%
1/18/17 9:58
1 Soccer Field 2
SD-12
0.0%
0.0%
21.1%
78.8%
CAR200048 Page 68 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/18/17 10:00
Sccer Light Poles
SLP-09
0.0%
0.0%
21.1%
78.8%
1/18/17 10:04
Soccer Field 2
SD-13
0.0%
0.0%
21.0%
78.9%
1/18/17 10:08
Sccer Light Poles
SLP-08
0.0%
0.0%
21.1%
78.9%
1/18/17 10:14
Soccer Light Poles
SLP-05
60.3%
1/18/17 10:16
Soccer Field 1
SD-10
0.0%
0.0%
21.0%
78.9%
1/18/17 10:19
Soccer Light Poles
SLP-04
0.3%
0.1%
20.0%
79.0%
1/18/17 10:23
Soccer Field 1
SD-l1
0.0%
0.0%
21.1%
78.8%
1/18/17 10:25
Soccer Light Poles
SLP-06
0.0%
0.0%
21.1%
78.9%
1/18/17 10:34
Soccer Light Poles
SLP-07
0.0%
0.0%
21.1%
78.9%
1/18/17 10:37
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.1%
78.8%
1/18/17 10:40
Baseball Field Light Poles
BLP-25
3.4%
0.9%
20.2%
75.8%
1/18/17 10:42
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
21.1%
78.8%
1/18/17 10:44
Baseball Field Score Boards
BLP-26
0.0%
0.0%
21.2%
78.8%
1/18/17 10:46
Baseball Field Score Boards
BSB-4
0.0%
0.0%
1 21.1%
78.9%
1/18/17 10:47
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
21.1%
78.8%
1/18/17 10:49
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.1%
78.8%
1/18/17 10:52
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.1%
78.8%
1/18/17 10:55
Baseball Field Score Boards
SLP-03
0.0%
0.0%
21.1%
78.8%
1/18/17 10:58
Soccer Light Poles
SLP-02
3.4%
20.0%
75.2%
1/18/17 11:03
Soccer Light Poles
SLP-01
0.0%
0.0%
21.1%
78.9%
1/18/17 11:05
Baseball Fields Parking Lot
SD-09
0.0%
0.0%
21.1%
78.9%
1/18/17 11:07
Baseball Fields Parking Lot
SD-08
0.1%
0.0%
21.1%
78.7%
1/18/17 11:09
Baseball Fields Parking Lot
SD-07
0.0%
0.0%
21.2%
78.8%
1/18/17 11:13
Baseball Field Light Poles
BLP-29
0.0%
0.0%
21.2%
78.7%
1/18/17 11:16
Baseball Field Score Boards
BLP-30
0.0%
0.0%
21.2%
78.8%
1/18/17 11:17
Baseball Field Score Boards
BSB-5
0.0%
0.0%
21.2%
78.8%
1/18/17 11:20
Baseball Field Light Poles
BLP-11
0.0%
0.0%
21.1%
78.7%
1/18/17 11:22
Baseball Field Light Poles
BLP-12
0.0%
0.0%
21.2%
78.7%
1/18/17 11:24
Baseball Field Light Poles
BLP-13
0.0%
1 0.0%
21.2%
1 78.7%
1/18/17 11:26
Baseball Field s Parking Lot
SD-06
0.0%
0.0%
1 21.2%
78.7%
1/18/17 11:28
Baseball Field s Parkin Lot
SD-05
0.0%
0
0.%
21.1%
78.7%
1/18/17 12:24
NE Boundary Passive
NE Boundary Passive
EW-1
MP-31
MP-20
BLP-06
BLP-01
' '.
'.
0.0%
0.0%
'.
'.
0.0%
0.0%
.
1'.
'.
'.
'.
10.9%
10.8%
29.4%
80.8%
80.070
1/18/17 12:30
1/18/17 12:34
1/18/17 14:27
1/18/17 14:28
NE Boundary Passive
Baseball Field Light Poles
Baseball Field Light Poles
1/18/17 14:30
1/18/17 14:32
Baseball Field 5 Bleachers
Baseball Field 1 Bleachers
SD-21
SD-19
0.0%
0.0%
0.0%
0.0%
• '.
'.
80.8%
80.7%
1/18/17 14:33
1/18/17 14:37
1/18/17 14:39
Baseball Field 1 Ri htfield
Baseball Field 5 Bleachers
Baseball Field 4 Bleachers
SD-20
SD-22
SD-24
0.0%
0.0%
0.0%
0.0%
0.0%
'.
'.
• '.
80.6%
80.7%
80.61/0
0.0%
1/18/17 14:40
1/18/17 14:42
1/18/17 14:43
Baseball Field Light Poles
Baseball Field Light Poles
Baseball Field 4 Leftfield
BLP-05
BLP-10
SD-23
0.0%
0.0%
0.0%
0.01Io
0.0%
0.0%
'.
I ',
'.
19.6%
80.6%
68.9%
80.6%
1/18/17 14:46
Baseball Field 4 Bleachers
SD-25
80.3%
1/18/17 14:47
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
19.7%
80.2%
1/18/17 14:48
Baseball Field 4 Ri htfield
SD-26
0.0%
0.0%
19.8%
80.2%
1/18/17 14:49
Baseball Field Light Poles
BLP-09
0.0%
0.0%
19.8%
80.2%
1/18/17 14:51
Baseball Field Light Poles
BLP-04
0.0%
0.0%
19.9%
80.1%
1/18/17 14:53
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
20.0%
80.0%
1/18/17 14:54
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
20.0%
79.9%
1/18/17 14:55
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
20.1%
79.9%
1/18/17 14:56
Baseball Field Light Poles
BLP-07
0.0%
1 0.0%
20.0%
1 80.0%
1/18/17 15:00
Baseball Field Light Poles
BLP-02
0.0%
0.0%
19.9%
80.0%
1/18/17 15:03
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
20.0%
79.9%
CAR200048 Page 69 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/18/17 15:04
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.1%
79.9%
1/18/17 15:05
Baseball Field Light Poles
BLP-03
0.0%
0.0%
20.2%
79.8%
1/18/17 15:06
Baseball Field Light Poles
BLP-08
0.0%
0.0%
20.2%
79.7%
1/18/17 15:29
NE Boundary Active
SU-05
0.0%
0.1%
20.6%
79.2%
1/18/17 16:08
NE Boundary Offsite
BP-5
0.0%
1.2oIo
'.
79.6%
1/18/17 16:12
NE Boundary Offsite
S-5
0.07.
'.
'.
81.8%
87.1%
1/18/1716:14
NE Boundary Offsite
BP-6
0.4%
1/18/17 16:17
NE Boundary Offsite
BP-7
0.0%
0.5%
20.6%
78.8%
1/18/17 16:19
NE Boundary Offsite
S-6
0.0%
0.1%
21.0%
78.8%
1/18/17 16:24
NE Boundary Offsite
S-7
0.0%
0.0%
21.0°Io
79.0%
1/18/17 16:31
NE Boundary Offsite
BP-3
0.0%
0.1%
21.1%
78.8%
1/18/17 16:37
NE Boundary Offsite
S-3
0.0%
1 0.0%
21.2%
78.8%
1/18/17 16:39
NE Boundary Offsite
S-4
0.0%
84.9%
1/18/17 16:43
NE Boundary Offsite
BP-8
0.0%
0.2%
21.1%
78.7%
1/18/17 16:46
NE Boundary Offsite
S-1
0.0%
0.0%
21.4%
78.5%
1/18/17 16:48
NE Boundary Offsite
S-2
0.0%
0.0%
21.4%
78.6%
1/19/17 8:23
NE Boundary Active
SU-06
1.7%
1
77.2%
1/19/17 8:30
NE Boundary Active
SU-02
0.3%
1.2%
20.lol0
78.1%
1/19/17 8:47
NE Boundary Active
SU-08
0.3%
0.8%
20.6%
78.1%
1/19/17 9:12
NE Boundary Active
SU-09
0.0%
0.8%
20.4%
78.7%
1/19/17 9:22
NE Boundary Active
SU-10
0.0%
0.2%
20.9%
78.7%
1/19/17 9:34
NE Boundary Active
SU-01
0.0%
0.1%
21.0%
78.8%
1/19/17 9:47
NE Boundary Active
SU-1 l
0.0%
0.1%
1 21.1%
1 78.7%
1/19/17 9:54
NE Boundary Active
NE System
0.1%
1 0.4%
20.9%
78.6%
1/19/17 10:13
NE Boundary Active
SU-07
MP-32
1.017C
` '.
77.5%
65.3%
1/19/1710:22
NE Boundary Passive
1/19/17 10:51
1/19/17 10:54
1/19/17 11:04
NE Boundary Passive
NE Boundary Passive
T vola Rd
EW-3
EW-2
SD-39
1 1'.
b 1'.
0.0%
".
` .'.
0.0%
. 1'.
'.
21.4%
17.5%
9.6%
78.5%
1/19/17 11:25
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
21.2%
78.7%
1/19/17 l 1:26
Leatherman Golf Offsite
LGFD-01
0.0%
0.0%
21.3%
78.6%
1/19/17 11:30
Leatherman Golf Offsite
P-4
.
82.3%
1/19/17 11:48
Leatherman Golf (Offsite)
P-2
0.0%
0.4%
'.
20.3%
81.7%
82.3%
79.3%
1/19/1711:53
Leatherman Golf Offsite
P-3
0.0%
1/19/17 12:10
HWY 49 Boundary
30
0.0%
1/19/17 12:12
1/19/17 12:18
HWY 49 Boundary
HWY 49 Boundary
29
28
27
RW-B
RW-D
RW-C
0.0%
0.0%
3.1%
17
. � ,
0 22%
:'.
'.
".
'.
1.3%
'.
. 1'.
1 ',
'.
20.9%
81.5%
80.3%
81.0%
30.5%
12.5%
77.5%
1/19/17 12:20
HWY 49 Boundary
1/19/17 12:23
1/19/17 12:25
1/19/17 12:27
HWY 49 Boundary
HWY 49 Bound
HWY 49 Bound
1/19/17 12:32
HWY 49 Bound
25
0.1%
0.2%
21.2%
78.6%
1/19/17 12:36
1/19/17 12:39
HWY 49 Boundary24
HWY 49 Bound
23
.
0.0%
0.6%
13.0%
80.2%
1/19/17 12:45
HWY 49 Boundary
22
0.0%
0.6%
20.8%
78.5%
1/19/17 12:48
HWY 49 Boundary
21
0.0%
0.5%
21.1%
78.3%
1/19/17 12:52
HWY 49 Boundary
l l
0.0%
0.5%
21.1%
78.3%
1/19/17 12:55
HWY 49 Boundary
10
0.0%
0.4%
21.1%
78.3%
1/19/17 13:03
HWY 49 Boundary
02
0.0%
0.4%
21.1%
78.4%
1/19/17 13:06
HWY 49 Boundary
03
0.0%
0.4%
21.1%
78.4%
1/19/17 13:07
HWY 49 Boundary
04
0.0%
0.0%
21.3%
78.6%
1/19/17 13:10
HWY 49 Boundary
05
0.0%
0.2%
1 21.1%
1 78.5%
1/19/17 13:12
HWY 49 Boundary
06
0.0%
0.2%
21.2%
78.6%
1/19/17 13:19
South Tryon St HWY 49
SD-38
0.0%
0.2%
21.1%
78.6%
1/19/17 13:21
1 South Tryon St HWY 49
SD-37
0.0%
0.1%
21.2%
78.6%
CAR200048 Page 70 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/19/17 13:23
South Tryon St (HWY 49
SD-36
0.0%
0.2%
21.2%
78.6%
1/19/17 13:25
South Tryon St (HWY 49
SD-35
id
0.0%
0.1%
21.1%
78.7%
1/19/17 13:26
South Tryon St HWY 49
SD-34
0.0%
0.1%
21.1%
78.7%
1/19/17 13:27
South Tryon St HWY 49
SD-33
0.0%
0.1%
21.1%
78.7%
1/19/17 14:08
Golf Course Parking Lot
SD-31
0.0%
0.0%
20.9%
79.0%
1/19/17 14:19
Clubhouse Active
SCV-1
0.0%
0.0%
21.1%
78.8%
1/19/17 14:21
Clubhouse Active
SCV-2
0.0%
0.0%
21.2%
78.8%
1/19/17 14:24
Clubhouse Active
SCV-3
0.0%
0.0%
21.3%
78.7%
1/19/17 14:26
Clubhouse Active
SCV-4
0.0%
0.0%
21.2%
78.7%
1/19/17 14:28
Clubhouse Active
SCV-5
0.0%
0.0%
21.3%
1 78.6%
1/19/17 14:30
Clubhouse Active
SCV-6
0.0%
0.0%
21.4%
78.6%
1/19/17 14:32
Clubhouse Active
SCV-7
0.0%
0.0%
21.4%
78.6%
1/19/17 14:41
Clubhouse Active
CH System
0.0%
0.0%
21.2%
78.7%
1/19/17 14:45
Clubhouse Passive
CHFD-04
0.0%
0.0%
21.3%
78.6%
1/19/17 14:48
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.4%
78.6%
1/19/17 14:49
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.3%
78.6%
1/19/17 14:50
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.3%
78.6%
1/19/17 14:52
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.4%
78.6%
1/19/17 15:12
Maintenance Building
SD-32
0.0%
0.0%
21.3%
78.6%
1/19/17 15:17
Maintenance Building
BP-9
0.0%
1 0.0%
21.1%
78.8%
2/14/17 15:38
2/14/17 15:43
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-5
0.0%
O.O./C
:'.
'.
• 1'.
.'.
79.21/10
79.8%
2/14/17 15:46
2/14/17 15:53
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
2.1%
0.0%
:'.
0.8%
1
20.1%
85.9%
79.2%
2/14/17 15:57
NE Bound Offsite
S-6
0.0%
'.
LM1
"
',
88.6%
83.3%
2/14/17 16:00
NE Boundary Offsite
S-7
0.7%
2/14/17 16:07
2/14/17 16:10
NE Boundary Offsite
NE Boundary Offsite
S-4
S-3
0.0%
0.0%
2, 0101,
0.0%
20.8%
80.7%
79.0%
2/14/17 16:13
NE Boundary Offsite
S-2
0.0%
0.7%
20.0%
79.3%
2/14/17 16:18
NE Boundary Offsite
S-1
0.0%
'.
81.3%
2/14/17 16:20
NE Boundary Offsite
BP-8
0.0%
0.2%
20.9%
78.8%
3/9/17 15:47
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-5
0.0%
0.0%
'.
' 1'.
1 '.
'.
1 '.
1 ',
79.8%
3/9/17 15:50
80.6%
88.3%
3/9/17 15:53
NE Boundary Offsite
BP-6
0.3%
3/9/17 15:57
NE Boundary Offsite
BP-7
0.0%
0.8%
19.6%
79.5%
3/9/17 16:00
NE Boundary Offsite
S-6
0.0%
1.0%
:'.
'.
0.2%
• '.
1'
19.9%
88.7%
83.8o/o
79.8%
3/9/17 16:07
NE Boundary Offsite
S-7
3/9/17 16:17
NE Boundary Offsite
S-4
0.0%
3/9/17 16:20
NE Boundary Offsite
S-3
0.0%
0.0%
20.5%
79.3%
3/9/17 16:22
NE Boundary Offsite
S-2
0.0%
0.1%
20.4%
79.5%
3/9/17 16:26
3/9/17 16:29
NE Boundary Offsite
NE Boundary Offsite
S-1
BP-8
0.0110
0.0%
0.0%
20.4%
84.9%
79.4%
4/11/17 9:30
NE Boundary Passive
MP-15
0.0%
0.0%
21.0%
78.9%
4/11/17 9:37
NE Boundary Passive
MP-16
0.0%
.
77.0%
4/11/17 9:42
NE Boundary Passive
MP-14
0.0%
0.6%
20.3%
78.9%
4/11/17 9:52
Baseball Field s Parking Lot
SD-04
0.0%
0.0%
21.0%
1 78.9%
4/11/17 9:55
Baseball Field s ParkiDg Lot
SD-03
0.0%
0.0%
20.9%
79.0%
4/11/17 9:57
Baseball Field s Parking Lot
SD-02
0.0%
0.0%
20.8%
79.1%
4/11/17 9:58
Baseball Field s Parking Lot
SD-01
0.0%
0.0%
1 20.8%
1 79.0%
4/11/17 10:05
Northern Boundary
41
0.0%
r
0.8%
..
'.
. '.
80.1%
80.6%
78.8%
77.2%
4/11/17 10:11
4/11/17 10:15
Northern Boundary
Northern Boundary
40
42
0.0%
0.0%
4/11/17 10:18
Northern Boundary
43
0.4%
4/11/17 10:22
Baseball Field Light Poles
BLP-21
0.0%
0.0%
20.6%
79.4%
4/11/17 10:25
Baseball Field Light Poles
BLP-22
0.0%
0.0%
1 20.5%
79.5%
CAR200048 Page 71 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/11/17 10:26
Baseball Field Score Boards
BSB-3
0.0%
0.0%
20.5%
79.5%
4/11/17 10:30
Northern Boundary
44
75.2%
4/11/1710:37
Northern Boundary
45
0.0%
1.3%
80.1%
4/11/17 10:41
T vola Rd
Tunnel
0.0%
0.0%
20.6%
79.4%
4/11/17 10:46
Soccer Fields 3/4
SD-43
0.0%
0.0%
20.7%
79.3%
4/11/17 10:48
Soccer Fields 3/4
SD-42
0.0%
0.0%
20.6%
79.3%
4/11/17 10:51
Soccer Fields 3/4
SD-41
0.0%
0.0%
20.6%
79.3%
4/11/17 10:53
Soccer Fields 3/4
SD-40
0.0%
0.0%
20.7%
79.3%
4/11/17 10:55
Soccer Field 2
SD-13
0.0%
0.0%
20.7%
79.3%
4/11/17 11:00
Sccer Light Poles
SLP-08
0.0%
0.0%
20.7%
79.2%
4/11/17 11:04
Sccer Light Poles
SLP-09
0.0%
0.0%
20.7%
79.2%
4/11/17 11:06
Soccer Field 2
SD-12
0.0%
0.0%
20.7%
79.2%
4/11/17 11:07
Sccer Light Poles
SLP-10
0.0%
0.0%
20.7%
79.3%
4/11/17 11:10
Baseball Field Light Poles
BLP-23
0.0%
0.0%
20.6%
79.4%
4/11/17 11:12
Baseball Field Light Poles
BLP-24
0.0%
0.0%
20.6%
79.3%
4/11/17 11:16
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.6%
79.3%
4/11/17 11:18
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.7%
79.3%
4/11/17 11:19
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.6%
79.4%
4/11/17 11:20
Baseball Field Light Poles
BLP-25
0.0%
0.0%
20.5%
79.5%
4/11/17 11:22
Baseball Field Light Poles
BLP-26
0.0%
0.0%
20.6%
79.4%
4/11/17 11:22
Baseball Field Score Boards
BSB-4
0.0%
0.0%
20.5%
79.5%
4/11/17 11:24
Soccer Light Poles
SLP-07
0.0%
0.0%
20.6%
79.4%
4/11/17 11:26
Soccer Light Poles
SLP-06
0.0%
0.0%
20.6%
1 79.4%
4/11/17 11:28
Soccer Field 1
SD-11
0.0%
0.0%
1 20.7%
79.3%
4/11/17 11:30
Soccer Light Poles
SLP-01
0.0%
0.0%
20.6%
79.3%
4/11/17 11:31
Soccer Light Poles
SLP-05
3.0%
75.7%
4/11/17 11:32
Soccer Field 1
SD-10
0.0%
0.0%
20.7%
79.3%
4/11/17 11:34
Soccer Light Poles
SLP-04
0.0%
0.0%
20.5%
79.5%
4/11/17 11:38
Baseball Fields Parking Lot
SD-09
0.0%
0.0%
20.7%
79.3%
4/11/17 11:40
Baseball Fields Parking Lot
SD-08
0.0%
0.0%
20.7%
79.2%
4/11/17 11:42
Soccer Light Poles
SLP-02
0.0%
0.0%
20.7%
79.2%
4/11/17 11:44
Baseball Fields Parking Lot
SD-07
0.0%
0.0%
20.8%
79.2%
4/11/17 11:46
Baseball Field Score Boards
SLP-03
0.0%
0.0%
20.8%
79.2%
4/11/17 11:50
Baseball Field Light Poles
BLP-27
0.0%
0.0%
20.8%
79.2%
4/11/17 11:51
Baseball Field Light Poles
BLP-28
0.0%
0.0%
20.9%
79.0%
4/11/17 11:53
Baseball Field Light Poles
BLP-29
0.0%
0.0%
21.0%
79.0%
4/11/17 11:55
Baseball Field Light Poles
BLP-30
0.0%
0.0%
20.9%
79.1%
4/11/17 11:57
Baseball Field Score Boards
BSB-5
0.0%
0.0%
21.0%
79.0%
4/11/17 12:00
Baseball Field Light Poles
BLP-11
0.0%
0.0%
21.0%
78.9%
4/11/17 12:02
Baseball Field s Parking Lot
SD-05
0.0%
0.0%
21.0%
79.0%
4/11/17 12:04
Baseball Field s Parking Lot
SD-06
0.0%
0.0%
20.9%
79.0%
4/11/17 13:07
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
20.3%
79.7%
4/11/17 13:10
Baseball Field 1 Ri htfield
SD-20
0.0%
0.0%
20.0%
80.0%
4/11/17 13:12
Baseball Field Light Poles
BLP-06
0.0%
0.0%
19.7%
80.2%
4/11/17 13:14
Baseball Field Light Poles
BLP-01
0.0%
0.0%
19.6%
80.3%
4/11/17 13:16
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
1 19.6%
80.3%
4/11/17 13:17
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
19.6%
80.3%
4/11/17 13:19
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
19.7%
80.3%
4/11/17 13:20
4/11/17 13:23
Baseball Field Light Poles
Baseball Field Light Poles
BLP-10
BLP-05
0.0%
ffW
0.0%
53.0%
80.5%
4/11/17 13:25
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
19.6%
80.4%
4/11/17 13:27
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
19.5%
80.4%
4/11/17 13:28
Baseball Field Light Poles
BLP-04
0.0%
0.0%
19.5%
80.4%
4/11/17 13:29
Baseball Field 4 Ri htfield
SD-26
0.0%
1 0.0%
19.5%
80.5%
4/11/17 13:30
Baseball Field Light Poles
BLP-09
1 0.0%
1 0.0%
19.6%
80.4%
CAR200048 Page 72 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/11/17 13:32
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
19.6%
80.4%
4/11/17 13:35
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
19.6%
80.4%
4/11/17 13:38
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
80.6%
4/11/17 13:40
Baseball Field Light Poles
BLP-07
0.0%
0.0%
80.6%
4/11/17 13:42
Baseball Field Light Poles
BLP-02
0.0%
0.0%
19.5%
80.5%
4/11/17 13:43
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
19.6%
80.4%
4/11/17 13:46
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
19.7%
80.3%
4/11/17 13:48
Baseball Field Light Poles
BLP-03
0.0%
1 0.0%
19.7%
80.3%
4/11/17 13:48
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
19.6%
80.4%
4/11/17 13:50
Baseball Field Light Poles
BLP-08
0.0%
0.0%
19.7%
80.3%
4/11/1714:10
4/11/17 14:14
NE Boundary Passive
NE Boundary Passive
EW-1
MP-20
MP-31
EW-2
EW-3
MP-32
S-1
1
1'.
1 1'.
.'.
0.0%
1 •'.
0.7%
'.
".
1'.
19.8%
16.2%
53.5%
4/11/17 14:18
NE Boundary Passive
14.8%
6.1%
6.8%
68.9%
79.4%
4/11/1714:25
NE Boundary Passive
4/11/17 14:32
4/11/17 14:55
4/11/17 15:05
NE Boundary Passive
NE Boundary Passive
NE Boundary Offsite
4/11/17 15:08
NE Boundary Offsite
S-2
S-3
0.0%
0.0%
1.3%
0.0%
20.0%
83.1%
79.9%
4/11/17 15:15
NE Boundary Offsite
4/11/17 15:18
NE Boundary Offsite
BP-8
0.0%
0.0%
20.0%
79.9%
4/11/17 16:05
NE Boundary Active
SU-03R
0.0%
0.0%
20.4%
79.5%
4/12/17 8:10
Clubhouse Active
SCV-1
0.1%
1.1%
20.1%
78.5%
4/12/17 8:14
Clubhouse Active
SCV-2
0.0%
0.0%
21.2%
78.7%
4/12/17 8:20
Clubhouse Active
SCV-3
0.0%
0.2%
21.2%
78.5%
4/12/17 8:24
Clubhouse Active
SCV-4
0.0%
0.1%
21.4%
78.3%
4/12/17 8:30
Clubhouse Active
SCV-5
0.0%
0.0%
21.5%
78.4%
4/12/17 8:32
Clubhouse Active
SCV-6
0.0%
0.1%
21.4%
78.3%
4/12/17 8:37
Clubhouse Active
SCV-7
0.0%
0.0%
1 21.5%
78.4%
4/12/17 8:50
Clubhouse Active
CH System
0.0%
0.0%
21.4%
78.3%
4/12/17 9:05
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.4%
78.4%
4/12/17 9:06
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.4%
78.5%
4/12/17 9:07
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.4%
78.5%
4/12/17 9:09
Clubhouse Passive
CHFD-04
0.0%
0.0%
21.4%
78.5%
4/12/17 9:12
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.4%
78.5%
4/12/17 9:26
Maintenance Building
BP-9
0.0%
--
19.5%
79.0%
4/12/17 9:30
Maintenance Building
SD-32
0.0%
0.0%
21.4%
78.5%
4/12/17 9:53
Western Boundary
35
0.0%
1.0%
21.1%
77.9%
4/12/17 10:00
Western Boundary
34
0.0%
0.2%
21.3%
78.5%
4/12/17 10:06
Western Boundary
33
0.0%
0.0%
21.4%
1 78.5%
4/12/17 10:11
Western Boundary
32
0.0%
0.0%
21.3%
78.6%
4/12/17 10:17
Western Bound
DMW-05
0.0%
0.4%
20.7%
80.970
78.9%
4/12/17 10:23
Western Boundary
31
0.0%
4/12/17 10:54
4/12/17 10:59
Northern Boundary
Northern Boundary
Golf Course Parking Lot
47
46
SD-31
0.0%
0.0%
0.0%
0.0%
21.4%
79.0%
79.4%
78.5%
4/12/17 11:20
4/12/17 12:05
T vola Rd
SD-39
0.0%
0.0%
20.4%
79.5%
4/12/17 12:25
Leatherman Golf Offsite
LGFD-01
0.0%
0.0%
20.4%
79.4%
4/12/17 12:26
Leatherman Golf Offsite
LGFD-02
0.0%
0.0%
20.4%
79.4%
4/12/17 12:28
Leatherman Golf Offsite
P-4
3.0%
'.
'.
1 '.
83.8%
85.5%
4/12/17 12:32
Leatherman Golf Offsite
P-3
0.0%
4/12/17 12:40
Leatherman Golf Offsite
P-2
0.0%
'.
'.
82.3%
4/12/17 12:47
Leatherman Golf Offsite
P-1
0.0%
0.0%
1'.
.'.
0.0%
. '.
20.6%
81.6%
4/12/17 13:03
HWY 49 Bound
29
79.8oIo
79.3%
4/12/17 13:13
HWY 49 Bound
28
0.0%
4/12/17 13:13
HWY 49 Bound
30
0.0%
0.6%
19.9%
79.5%
CAR200048 Page 73 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
ICO'
Oz
Balance
4/12/17 13:20
HWY 49 Boundary
27
RW-B
RW-C
RW-D
ARMIL
: *
'.
0.0%
A'.
41F,
.'.
0.8%
1 '.
'.
20.5%
67.3%
46.8%
48.5%
78.6%
4/12/17 13:23
HWY 49 Bound
4/12/17 13:25
4/12/17 13:28
HWY 49 Boundary
HWY 49 Bound
4/12/17 13:36
HWY 49 Boundary
25
0.0%
1.2%
1
81.90/-
4/12/17 13:43
HWY 49 Boundary
24
23
.. 1',
0.0%
'.
0.1 °
21.0%
14.2%
78.9%
4/12/17 13:52
HWY 49 Boundary
4/12/17 14:18
4/12/17 14:25
4/12/17 14:50
4/12/17 14:53
4/12/17 15:10
4/12/17 15:13
4/12/17 15:15
4/12/17 15:20
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
South Tryon St HWY 49
22
21
11
10
04
05
06
SD-38
:.'.
1',
'.
3.4%
0.0%
0.0%
0.0170
0.0%
'.
..'
1'
".
:'.
0.0%
.'.
'.
.'.
1'.
'.
'.
20.6%
62.3%
18.0%
56.0%
75.0%
79.8%
80.1%
81.1%
79.3%
4/12/17 15:24
South Tryon St HWY 49
SD-37
0.0%
0.0%
20.6%
79.4%
4/12/17 15:27
South Tryon St HWY 49
SD-36
0.0%
0.0%
20.5%
79.3%
4/12/17 15:31
South Tryon St HWY 49
SD-35
0.0%
0.0%
20.6%
79.3%
4/12/17 15:33
South Tryon St HWY 49
SD-34
0.0%
0.0%
20.4%
79.4%
4/12/17 15:36
South Tryon St HWY 49
SD-33
0.0%
0.0%
20.5%
79.4%
4/19/17 12:23
NE Boundary Active
SU-05
0.1%
0.4%
20.9%
78.6%
4/19/17 12:49
NE Boundary Active
SU-06
1.5%
:
76.6%
4/19/17 13:09
NE Boundary Active
SU-07
1.4%
'.
19.5%
76.9%
4/19/17 13:23
NE Boundary Active
SU-02
0.6%
.'.
19.8%
78.0%
4/19/17 13:35
NE Boundary Active
SU-08
0.6%
19.5%
78.1%
4/19/17 13:48
NE Boundary Active
SU-09
0.1%
0.8%
20.3%
78.8%
4/19/17 14:00
NE Boundary Active
SU-10
0.1%
0.2%
1 21.0%
1 78.4%
4/19/17 14:20
NE Boundary Active
SU-01
0.1%
0.1%
21.4%
78.4%
4/19/17 14:26
NE Boundary Active
SU-11
0.1%
0.4%
21.2%
78.3%
4/19/17 14:32
NE Boundary Active
NE System
0.6%
'.
20.1%
77.5%
4/19/17 15:35
4/19/17 15:37
4/19/17 15:40
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-5
BP-6
0.1%
0.1%
0.1%
VA'.
".
'.
'.
'.
1
78.4%
77.7%
83.3%
4/19/17 15:45
NE Boundary Offsite
BP-7
0.1%
0.0%
21.4%
78.4%
4/19/17 15:50
NE Boundary Offsite
S-4
0.1%
0.0%
21.4%
78.5%
4/19/17 15:54
NE Boundary Offsite
S-6
0.1%
1
87.8%
4/19/17 15:59
NE Boundary Offsite
S-7
0.1%
0.0%
21.3%
78.6%
5/24/17 14:35
NE Boundary Offsite
S-4
0.0%
0.5%
81.7%
5/24/17 14:40
NE Boundary Offsite
S_3
0.0%
0.0%
20.4%
79.6%
5/24/17 14:43
NE Boundary Offsite
S_2
0.0%
0.0%
20.5%
79.6%
5/24/17 14:46
NE Boundary Offsite
S-1
0.0%
82.0%
5/24/17 14:50
NE Boundary Offsite
BP-8
0.0%
0.0%
20.7%
79.3%
5/24/17 15:00
NE Boundary Offsite
BP-5
0.0%
0.9%
20.1 %
79.1%
5/24/17 15:04
5/24/17 15:09
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
0.1%
0.0%
119SM
'.
1.2%
.:'.
20.51/"'
78.917b
84.0%
79.7%
80.9%
79.4%
5/24/17 15:12
NE Boundary Offsite
BP-7
0.0%
5/24/17 15:15
5/24/17 15:18
NE Boundary Offsite
NE Boundary Offsite
S_6
S_7
0.0%
0.0%
0.0%
6/22/17 15:10
NE Boundary Offsite
S-3
0.0%
0.1%
20.4%
79.4%
6/22/17 15:12
6/22/17 15:16
NE Boundary Offsite
NE Boundary Offsite
S-2
S-1
0.0%
0.0%
0.5%
0.5170
80.1%
80.0%
6/22/17 15:20
NE Boundary Offsite
BP-8
0.0%
0.1%
20.4%
79.5%
6/22/17 15:30
NE Boundary Offsite
BP-5
0.0%
".
1'.
0.1%
1 20.6%
79.4%
71.9%
1 79.3%
6/22/17 15:35
6/22/17 15:43
NE Boundary Offsite
1NE Boundary Offsite
S-7
S_6
4.5%
0.0%
CAR200048 Page 74 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
6/22/17 15:52
NE Boundary Offsite
S-5
0.1%
80.0%
6/22/17 15:56
NE Boundary Offsite
BP-6
0.0%
81.8%
6/22/17 16:00
NE Boundary Offsite
BP-7
0.0%
0.2%
20.6%
79.2%
6/22/17 16:16
NE Boundary Offsite
S-4
0.0%
1
79.8%
7/5/17 8:30
NE Boundary Active
SU-03R
0.0%
0.0%
20.5%
79.4%
7/5/17 8:51
NE Boundary Passive
SU-05
0.0%
0.4%
19.8%
79.7%
7/5/17 9:15
NE Boundary Passive
SU-06
0.9%
78.4%
7/5/17 9:30
NE Boundary Passive
SU-07
SU-02
SU-08
SU-09
SU-10
0.2%
0.3%
0.2%
0.0%
0.0%
0.8170
0.2%
",
',
19.9%
79.2%
7/5/17 9:50
Baseball Field Light Poles
79.0%
79.2%
79.7%
79.9%
7/5/17 10:10
7/5/17 10:30
7/5/17 10:40
Baseball Field Score Boards
Baseball Field Light Poles
Baseball Field Light Poles
7/5/17 10:50
Baseball Field Light Poles
SU-01
0.0%
0.1%
20.2%
79.6%
7/5/17 10:55
Baseball Field s Parking Lot
SU-11
0.0%
0.3�,i
20.0%
79.7%
7/5/17 11:05
7/5/17 12:45
7/5/17 12:50
Baseball Field s Parking Lot
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
NE System
LGFD-01
0.2%
0.0%
0.0%
0.01111
0.014
79.5%
80.7%
LGFD-02
80.6%
7/5/17 12:55
Leatherman Golf (Offsite)
P-1
0.0%
81.6%
7/5/17 12:59
7/5/17 13:05
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
P-2
P-3
0.0%
0.0%
` :'
83.6%
81.60/(
7/5/17 13:10
Leatherman Golf (Offsite)
P-4
2.0%
` ",
83.4%
7/5/17 13:25
South Tryon St (HWY 49)
30
0.0%
0.7%
1.0%
80.4%
80.6%
7/5/17 13:30
South Tryon St (HWY 49)
29
0.0%
7/5/17 13:35
South Tryon St (HWY 49)
28
0.0%
0.5%
81.176
7/5/17 13:40
South Tryon St (HWY 49)
27
71.617c
7/5/17 13:45
South Tryon St (HWY 49)
RW-B
c 1 •.
',
0.0%
0.5%
19.7%
38.3%
58.2%
79.7%
7/5/17 13:47
7/5/17 13:50
South Tryon St (HWY 49)
South Tryon St (HWY 49)
RW-C
RW-D
7/5/17 13:55
South Tryon St (HWY 49)
25
0.0%
M
1
81.4%
20.2%
7/5/17 14:00
South Tryon St (HWY 49)
24
7/5/17 14:10
South Tryon St (HWY 49)
23
0.0%
0.0%
2D.3%
79.5%
7/5/17 14:20
South Tryon St (HWY 49)
South Tryon St (HWY 49)
22
21
11
10
06
05
4.1%
0.0%
0.0%
0.9%
1'
",
",
0.0%
` 1 •,
1
20.2%
75.4%
7/5/17 14:26
27.0%
57.9%
35.1%
81.5%
80.7%
80.4%
80.6%
80.2%
79.8%
7/5/17 14:36
South Tryon St (HWY 49)
7/5/17 14:40
7/5/17 14:45
South Tryon St (HWY 49)
South Tryon St (HWY 49)
7/5/17 14:46
South Tryon St (HWY 49)
7/5/17 14:47
South Tryon St (HWY 49)
04
0.0%
7/5/17 14:48
7/5/17 14:55
7/5/17 15:05
South Tryon St (HWY 49)
South Tryon St (HWY 49)
03
02
SD-38
0.0%
0.0%
0.0%
South Tryon St (HWY 49)
7/5/17 15:10
South Tryon St (HWY 49)
SD-37
0.0%
0.0%
20.2%
79.7%
7/5/17 15:15
South Tryon St (HWY 49)
SD-36
0.0%
0.0%
20.2%
79.7%
7/5/17 15:20
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
20.3%
79.8%
7/5/17 15:23
South Tryon St (HWY 49)
SD-34
0.0%
1 0.0%
20.3%
79.7%
7/5/17 15:25
South Tryon St (HWY 49)
SD-33
0.0%
0.0%
20.2%
79.7%
7/6/17 8:45
7/6/17 8:55
7/6/17 9:05
NE Boundary Passive
NE Boundary Passive
EW-3
EW-2
EW-1
MP-20
. .',
. ` •,
•'
0.30/c
' "
1.0%
•.',
20.5%
0.9%
6.1%
NE Boundary Passive
4.5%
7/6/17 9:15
NE Boundary Passive
53.6%
7.2%
68.7%
7/6/17 9:25
7/6/17 9:35
7/6/17 9:45
NE Boundary Passive
NE Boundary Passive
NE Boundary Offsite
MP-31
MP-32
S-4
78.4%
7/6/17 9:50
NE Boundary Offsite
S-3
0.070
0.0%
21.8%
78.0%
7/6/17 9:55
NE Boundary Offsite
S-2
0.070
0.9%
20.5%
78.6%
CAR200048 Page 75 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
OZ
Balance
7/6/17 9:58
NE Boundary Offsite
S-1
0.0%
80.0%
7/6/17 10:00
NE Boundary Offsite
BP-8
0.0%
11.2%
21.8%0
78.0%
7/6/17 10:05
NE Boundary Offsite
BP-3
0.0%
21.8%0
78.0%
7/6/17 10:15
NE Boundary Offsite
BP-5
0.0%
20.3%
78.3%
7/6/l7 10:18
NE Boundary Offsite
S-7
0.0%
21.9%0
77.7%
7/6/17 10:21
NE Boundary Offsite
S-6
0.0%
0.1%
21.7%
77.8%
7/6/17 10:23
7/6/17 10:26
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
0.0%
0.0%
1
79.9%
81.7%
7/6/17 10:30
NE Boundary Offsite
BP-7
0.0%
0.3%
21.6%
78.1%
7/6/17 10:36
NE Boundary Passive
MP-16
0.0%
78.77o
7/6/17 10:41
NE Boundary Passive
MP-15
0.0%
0.1%
22.0%
77.8%
7/6/17 10:45
NE Boundary Passive
MP-14
0.0%
1.1%
20.9%
78.0%
7/6/17 10:56
Northern Boundary
40
0.0%
80.8%
7/6/17 11:00
Northern Boundary
41
0.0%
�'.
�'.
: �'.
�'.
78.2%
77.5%
77.7%
64.1%
79.0%
7/6/17 11:03
7/6/17 11:07
7/6/17 11:11
Northern Boundary
Northern Boundary
Northern Boundary
42
43
44
0.1%
1.3%
7/6/17 11:16
Northern Boundary
45
0.0%
7/6/17 11:20
Tyvola Rd
Tunnel
0.0%
0.0%
21.8%
78.0%
7/6/17 12:35
Golf Course Parking Lot
SD-31
0.0%
0.0%
20.9%
78.9%
7/6/17 12:41
Clubhouse Active
SCV-1
1.0%
77.8%
7/6/17 12:45
Clubhouse Active
SCV-2
0.0%
0.0%
21.1%
78.8%
7/6/17 12:50
Clubhouse Active
SCV-3
0.2%
0.5%
20.6%
78.6%
7/6/17 12:54
Clubhouse Active
SCV-4
0.1%
0.1%
21.2%
78.5%
7/6/17 12:56
Clubhouse Active
SCV-5
0.3%
0.4%
20.8%
78.3%
7/6/17 13:00
Clubhouse Active
SCV-6
0.5%
0.4%
20.9%
78.1%
7/6/17 13:04
Clubhouse Active
SCV-7
0.0%
0.1%
21.2%
78.7%
7/6/17 13:07
Clubhouse Active
CH System
0.0%
0.0%
21.5%
78.8%
7/6/17 13:15
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.5%
78.5%
7/6/17 13:17
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.5%
78.4%
7/6/17 13:19
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.5%
78.4%
7/6/17 13:20
Clubhouse Passive
CHFD-04
0.0%
0.0%
21.5%
78.5%
7/6/17 13:22
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.6%
78.4%
7/6/17 13:30
Tyvola Rd
SD-39
0.0%
0.0%
21.7%
78.1%
7/6/17 13:35
Maintenance Building
SD-32
0.0%
0.0%
21.8%
78.2%
7/6/17 13:40
Maintenance Building
BP-9
0.0%
•
81.1%
7/6/17 14:15
Western Boundary
35
0.0%
.
81.8%
7/6/17 14:20
Western Boundary
34
0.0%
80.9%
7/6/17 14:30
Western Boundary
33
0.0%
0.1%
21.8%
78.1%
7/6/17 14:35
Western Boundary
32
0.0%
0.4%
21.6%
77.9%
7/6/17 14:40
Western Boundary
DMW-05
0.0%
78.2%
7/6/17 14:48
Western Boundary
31
0.0%
1.1%
20.2%
78.6%
7/6/17 15:24
Northern Boundary
47
0.0%
78.5%
7/6/17 15:30
Northern Boundary
46
0.0%
78.6%
7/7/17 8:55
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
21.1%
78.8%
7/7/17 8:57
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
21.1%
78.7%
7/7/17 8:59
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
21.0%
78.8%
7/7/17 9:01
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
21.0%
78.8%
7/7/17 9:06
Baseball Field Light Poles
BLP-21
0.0%
0.0%
20.9%
78.9%
7/7/17 9:08
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.0%
78.9%
7/7/17 9:09
Baseball Field Score Boards
BSB-3
0.0%
0.0%
20.9%
78.9%
7/7/17 9:10
Baseball Field Light Poles
BLP-23
0.0%
0.0%
1 20.9%
1 79.0%
7/7/17 9:12
Baseball Field Light Poles
BLP-24
0.0%
0.0%
20.9%
78.9%
7/7/17 9:16
Soccer Field 4
SD-43
0.0%
0.0%
21.0%
78.9%
7/7/17 9:18
Soccer Field 4
SD-42
0.0%
0.0%
21.0%
78.8%
CAR200048 Page 76 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
co,
OZ
Balance
7/7/17 9:21
Soccer Field 3
SD-41
0.0%
0.0%20.8%a
79.0%
7/7/17 9:23
Soccer Field 3
SD-40
0.0%
0.0%
20.9%
79.0%
7/7/17 9:27
Soccer Light Poles
SLP-08
0.0%
0.0%
20.9%
79.0%
7/7/17 9:28
Soccer Field 2
SD-13
0.0%
0.0%
20.9%
79.0%
7/7/17 9:32
Soccer Light Poles
SLP-09
0.0%
0.0%
20.9%
79.1%
7/7/17 9:33
Soccer Field 2
SD-12
0.0%
0.0%
20.8%
79.1%
7/7/17 9:34
Soccer Light Poles
SLP-10
0.0%
0.0%
20.9%
79.0%
7/7/17 9:38
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.9%
79.0%
7/7/17 9:40
Leatherman Golf (Offsite)
BLP-25
0.0%
0.0%
20.9%
79.0%
7/7/17 9:41
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.8%
1 79.1%
7/7/17 9:43
Baseball Field Light Poles
BLP-26
0.0%
0.0%
20.8%
79.1%
7/7/17 9:44
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.9%
79.0%
7/7/17 9:47
Baseball Field Score Boards
BSB-4
0.0%
0.0%
20.9%
78.9%
7/7/17 9:48
Soccer Light Poles
SLP-07
0.0%
0.0%
20.9%
79.0%
7/7/17 9:50
Soccer Light Poles
SLP-06
0.0%
0.0%
1 20.9%
79.1%
7/7/17 9:51
Soccer Field 1
SD-11
0.0%
0.0%
21.0%
78.9%
7/7/17 9:52
Soccer Light Poles
SLP-05
3.0%
20.3%
77.6%
7/7/17 9:55
Soccer Field 1
SD-10
0.0%
0.0%
20.9%
78.9%
7/7/17 9:58
Soccer Light Poles
SLP-04
0.0%
0.0%
21.0%
78.9%
7/7/17 10:00
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
20.9%
78.9%
7/7/17 10:01
Soccer Light Poles
SLP-01
0.0%
0.0%
21.0%
1 78.9%
7/7/17 10:02
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
21.0%
78.8%
7/7/17 10:05
Soccer Light Poles
SLP-02
0.0%
0.0%
21.1%
78.8%
7/7/17 10:06
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
21.1%
78.8%
7/7/17 10:08
Soccer Light Poles
SLP-03
0.0%
0.0%
21.1%
78.8%
7/7/17 10:10
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.2%
78.7%
7/7/17 10:12
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.1%
78.7%
7/7/17 10:14
Baseball Field Light Poles
BLP-29
0.0%
0.0%
21.0%
78.9%
7/7/17 10:16
Baseball Field Light Poles
BLP-30
0.0%
0.0%
21.2%
78.7%
7/7/17 10:18
Baseball Field Score Boards
BSB-5
0.0%
0.0%
21.1%
78.7%
7/7/17 10:19
Baseball Field Light Poles
BLP-11
0.0%
1 0.0%
21.1%
78.8%
7/7/17 10:21
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
21.2%
78.8%
7/7/17 10:22
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
21.1%
78.8%
7/7/17 10:30
Baseball Field Light Poles
BLP-08
0.0%
0.0%
21.2%
78.7%
7/7/17 10:32
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.2%
78.7%
7/7/17 10:34
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.3%
78.5%
7/7/17 10:37
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.1%
78.7%
7/7/17 10:38
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.3%
78.6%
7/7/17 10:40
Baseball Field 4 Rightfield
SD-26
0.0%
0.0%
21.2%
78.7%
7/7/17 10:41
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.2%
78.6%
7/7/17 10:42
Baseball Field 4 Bleachers
SD-25
1 0.0%
0.0%
21.3%0
78.5%
7/7/17 10:44
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
21.3%
78.6%
7/7/17 10:46
7/7/17 10:47
Baseball Field Light Poles
Baseball Field 4 Leftfield
BLP-10
SD-23
0.0%
0.0%
21.3%
51.4%
78.6%
7/7/17 10:49
Baseball Field Light Poles
BLP-05
73.2%
7/7/17 10:51
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
21.2%0
78.7%
7/7/17 10:52
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
21.3%
78.5%
7/7/17 10:53
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.3%
78.5%
7/7/17 10:55
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.2%
78.8%
7/7/17 10:56
Baseball Field 1 Rightfield
SD-20
0.0%
0.0%
21.0%
78.8%
7/7/17 10:58
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.2%
78.6%
7/7/17 11:00
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.2%
78.6%
7/7/17 11:02
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.1%
78.7%
7/7/17 11:03
Baseball Field Light Poles
BLP-07
1 0.0%
0.0%
21.2%
78.7%
7/7/17 11:04
Baseball Field Light Poles
BLP-02
1 0.0%
0.0%
21.2%
78.7%
CAR200048 Page 77 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/7/17 11:07
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
21.3%
78.7%
7/7/17 11:08
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.2%
78.7%
9/11/17 10:50
9/11/17 10:58
NE Boundary Passive
NE Boundary Offsite
MP-16
S-2
0.0%
0.0%
lasw
0.0%
20.3%
79.7%
78.5%
9/11/17 11:03
NE Boundary Offsite
S-1
0.0%
� ".
84.1%
78.7%
9/11/17 11:13
NE Boundary Offsite
S-3
0.0%
9/11/17 11:53
NE Boundary Offsite
S-7
0.0%
0.5%
20.3%
79.4%
9/11/17 11:58
9/11/17 12:14
9/11/17 12:21
NE Boundary Offsite
NE Boundary Passive
NE Boundary Passive
S-6
MP-20
MP-31
0.0%
1�.3%
1
19.5%
88.5%
10.5%
1.6%
78.8%
9/11/17 12:47
NE Boundary Active
NE Sys
0.3%
9/11/17 12:50
NE Boundary Active
NE System
0.3%
1.3%
19. 5%
78.8%
9/11/17 14:12
NE Boundary Passive
DP-6
VMP-1
1 .
1.2%
3.1%
9/11/17 14:33
NE Boundary Passive
9/25/17 11:54
NE Boundary Passive
MP-20
0.1%
0.1%
20. 2%
79.4%
9/25/17 12:00
NE Boundary Passive
MP-31
0.0%
0.0%
20.4%
79.5%
9/25/17 12:12
NE Boundary Active
NE System
0.0%
0.4%
20.1%
79.5%
9/25/17 12:15
NE Boundary Active
NE Sys
0.0%
0.3%
20.0%
79.5%
9/25/17 12:20
NE Boundary Passive
DP-6
0.0%
0.0%
20.4%
79.5%
9/25/17 12:35
NE Boundary Passive
VMP-1
0.0%
0.0%
20.4%
79.5%
9/25/17 12:41
NE Boundary Passive
VMP-2
0.0%
0.0%
20.5%
79.5%
9/25/17 12:44
NE Boundary Passive
VMP-3
0.0%
0.0%
20.5%
79.5%
9/25/17 12:50
NE Boundary Offsite
S-3
0.0%
0.0%
20.7%
79.3%
9/25/17 12:57
NE Boundary Offsite
S-2
0.0%
0.6%
19.8%
79.5%
9/25/17 13:05
NE Boundary Offsite
S-1
0.0%
1'.
�'.
79.8%
82.1%
9/25/17 13:13
NE Boundary Offsite
S-6
0.0%
9/25/17 13:18
NE Boundary Offsite
S-7
1 1'.
75.0%
9/25/17 13:40
NE Boundary Offsite
BP-5
0.0%
�'.
..'.
79.3%
9/25/17 13:42
NE Boundary Offsite
S-5
0.0%
.'.
1
80.7%
86.2%
9/25/17 13:46
NE Boundary Offsite
BP-6
1.3%
9/25/17 13:50
9/25/17 14:00
9/25/17 14:05
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-7
BP-8
S-4
0.0%
0.0%
0.0%
1.3c
0.2%
79.3%
81.6%
82.5%
9/25/17 14:15
9/25/17 16:00
9/25/17 16:05
9/25/17 16:09
9/25/17 16:14
NE Boundary Active
NE Boundary Active
NE Boundary Active
NE Boundary Active
NE Boundary Active
NW System
PC-26
PC-20
PC-15
PC-10
6
0.00%
2.8%
0.0%
".
.'.
0.0%
. 1'.
19.7%
68.4%
80.1 0
71.8%
75.3%
80.2%
9/25/17 16:20
NE Boundary Active
PC-05
0.0%
0.0%
19.9%
80.0%
9/25/17 16:24
NE Boundary Active
PC-01
0.0%
0.0%
20.0%
80.0%
9/25/17 18:15
NE Boundary Passive
MP-16
0.0%
78.0%
10/2/17 9:10
NW Boundary Offsite
BP-5
0.0%
0.91�11
20.51%7/(,
78.2%
75.2%
78.6%
10/2/17 9:15
10/2/17 9:20
NW Boundary Offsite
NW Boundary Offsite
S-5
BP-6
0.0%
0.0%
10/2/17 9:23
NW Boundary Offsite
BP-7
0.0%
19.9%
78.7%
10/2/17 9:25
NW Boundary Offsite
S-6
0.0%
0.2%
20.6%
79.2%
10/2/17 9:30
NW Boundary Offsite
S-7
1
70.3%
10/2/17 9:40
10/2/17 9:43
NW Boundary Offsite
NW Boundary Offsite
BP-8
S-4
0.0%
0.0%
0.4%
19.9%0
80.0%
79.8%
10/2/17 9:47
NW Boundary Offsite
S-3
0.0%
0.1%
20.3%
79.6%
10/2/17 9:52
NW Boundary Offsite
S-2
0.0%
78.0%
10/2/17 9:56
10/2/17 10:05
NW Boundary Offsite
NE Boundary Passive
S-1
MP-16
0.0%
0.0%
. 1'.
80.8%
78.6%
10/2/17 10:10
NE Boundary Passive
MP-15
0.0%
0.0%
20.5%
79.4%
10/2/17 10:17
NE Boundary Passive
MP-14
0.0%
79.0%
CAR200048 Page 78 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/2/17 10:28
NE Boundary Passive
MP-20
0.0%
0.2%
20.7%
79.0%
10/2/17 10:33
NE Boundary Passive
MP-31
0.0%
0.0%
20.9%
79.0%
10/2/17 10:38
NE Boundary Passive
EW-1
0.0%
0.0%
20.8%
79.1%
10/2/17 10:44
NE Boundary Passive
EW-2
1.8%
10/2/17 10:49
10/2/17 11:25
NE Boundary Passive
NE Boundary Active
EW-3
SU-03R
0.0%
0.0%
20.7%
2.8%
79.2%
10/2/17 11:40
NE Boundary Active
SU-05
0.0%
0.2%
20.3%
79.5%
10/2/17 11:55
NE Boundary Active
SU-06
0.0%
0.4%
19.6%
80.0%
10/2/17 12:09
NE Boundary Active
SU-07
0.0%
0.7%
80.0%
10/2/17 12:23
NE Boundary Active
SU-02
0.0%
0.4%
80.2%
10/2/17 12:36
NE Boundary Active
SU-08
0.0%
0.2%
20.0%
79.8%
10/2/17 12:52
NE Boundary Active
SU-09
0.0%
0.2%
19.6%
80.2%
10/2/17 13:05
NE Boundary Active
SU-10
0.0%
0.2%
19.6%
80.2%
10/2/17 13:12
NE Boundary Active
SU-01
0.0%
0.2%
19.5%
80.4%
10/2/17 13:20
NE Boundary Active
SU-11
0.0%
0.2%
80.6%
10/2/17 13:26
10/2/17 13:36
10/2/17 13:43
NE Boundary Active
NE Boundary Passive
NE Boundary Passive
NE System
DP-9
VMP-1
0.0%
0.0%
0.0%
0.2%
0.0%
0.0%
81.3%
81.5%
81.7%
10/2/17 13:47
NE Boundary Passive
VMP-2
0.0%
0.0%
81.7%
10/2/17 13:52
10/2/17 14:02
NE Boundary Passive
NE Boundary Passive
VMP-3
MP-32
0.0%
0.0%
0.0%
0.0%
".
82.1%
82.3%
10/2/17 16:30
NE Boundary Active
NW System
4.8%
73.3%
10/2/17 16:43
10/2/17 16:45
10/2/17 16:47
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-26
PC-25
0.0%
0.0%
0.0%
0.3%
.'.
: �'.
20.1 %
79.9%
PC-24
80.0%
80.0%
80.0%
79.6%
10/2/17 16:50
NE Boundary Active
PC-23
0.0%
10/2/17 16:53
10/2/17 16:55
NE Boundary Active
NE Boundary Active
PC-22
PC-21
0.2%
0.0%
10/2/17 16:57
NE Boundary Active
PC-20
0.3%
80.2%
10/2/17 16:59
10/2/17 17:02
10/2/17 17:05
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-19
PC-18
PC-17
0.5%
0.3%
0.0%
1.0%
0.2%
20.1%
79.7%
79.3%
79.7%
10/2/17 17:07
NE Boundary Active
PC-16
0.0%
0.0%
20.2%
79.8%
10/2/17 17:09
NE Boundary Active
PC-15
0.0%
0.0%
20.2%
79.7%
10/2/17 17:13
NE Boundary Active
PC-14
2.5%
75.0%
10/2/17 17:15
NE Boundary Active
PC-13
0.0%
0.2%
20.5%
79.5%
10/2/17 17:17
NE Boundary Active
PC-12
0.0%
0.0%
20.6%
1 79.3%
10/2/17 17:19
NE Boundary Active
PC -II
0.0%
0.0%
20.7%
79.3%
10/2/17 17:21
NE Boundary Active
PC-10
0.0%
1 0.0%
20.7%
79.2%
10/2/17 17:23
NE Boundary Active
PC-09
1.0%
1.1%
20A%
77.7%
10/2/17 17:25
NE Boundary Active
PC-08
2.0%
76.0%
10/2/17 17:28
NE Boundary Active
PC-07
0.0%
0.0%
200.9%
79.0%
10/2/17 17:30
NE Boundary Active
PC-06
0.0%
0.2%
20.9%
78.8%
10/2/17 17:33
NE Boundary Active
PC-05
0.0%
0.0%
21.1%
78.8%
10/2/17 17:36
NE Boundary Active
PC-04
0.0%
0.0%
21.1%
78.8%
10/2/17 17:38
NE Boundary Active
PC-03
0.0%
0.0%
21.2%
78.7%
10/2/17 17:40
NE Boundary Active
PC-02
0.0%
0.0%
1 21.2%
78.8%
10/2/17 17:42
NE Boundary Active
PC-01
0.0%
0.0%
1 21.2%
1 78.8%
10/3/17 9:16
Northern Boundary
40
0.0%
19.9%
78.0%
76.917c
10/3/17 9:20
Northern Boundary
41
0.0%
10/3/17 9:23
Northern Boundary
42
0.0%
1 .'
77.6%
10/3/17 9:27
Northern Boundary
43
0.0%
.'.
77.8%
10/3/17 9:32
10/3/17 9:37
10/3/17 9:40
Northern Boundary
Northern Boundary
Tyvola Rd
44
45
Tunnel
0.0%
0.0%
0.0%
0.0%
'.
21.1%
79.3%
78.4%
78.7%
CAR200048 Page 79 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/3/17 9:48
Northern Boundary
46
0.0%
0.2%
21.4%
78.4%
10/3/17 9:53
Northern Boundary
47
0.0%
0.7%
20.8%
78.5%
10/3/17 10:25
Leatherman Golf (Offsite)
LGFD-01
0.0%
0.0%
21.6%
78.3%
10/3/17 10:29
Leatherman Golf (Offsite)
P-4
79.2%
10/3/17 10:39
Leatherman Golf (Offsite)
P-1
0.0%
19.7%
78.2%
77.9%
10/3/17 10:45
Leatherman Golf (Offsite)
P-2
0.0%
10/3/17 10:52
10/3/17 11:06
Leatherman Golf (Offsite)
HWY 49 Boundary
P-3
30
0.0%
0.0%
1.0%
20.6%
79.0%
78.6%
10/3/17 11:10
HWY 49 Boundary
29
0.0%
79.1%
10/3/17 11:14
HWY 49 Boundary
28
0.0%
".
MF
1
1 19.7%
79.6%
82.3%
78.8%
78.9%
79.1%
78.8%
10/3/17 11:17
10/3/17 12:00
10/3/17 12:06
HWY 49 Boundary
Western Boundary
Western Boundary
27
35
34
1.2%
0.0%
0--
10/3/17 12:14
Western Boundary
33
0.0%
10/3/17 12:19
Western Boundary
32
0.0%
10/3/17 12:24
Western Boundary
DMW-05
0.0%
79.1%
10/3/17 12:30
Western Boundary
31
0.0%
1.1%
.
20.7%
78.8%
77.6%
30.9%
78.2%
10/3/17 12:46
10/3/17 12:49
10/3/17 12:51
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
RW-B
RW-C
RW-D
0.0%
1
0.0%
10/3/17 12:55
HWY 49 Boundary
25
0.0%
"
1 1'
".
.'.
1
80.6%
79.4%
80.6%
6.1%
58.1%
73.5%
10/3/17 12:59
HWY 49 Boundary
24
0.0%
10/3/17 13:03
10/3/17 13:07
10/3/17 13:11
HWY 49 Boundary
HWY 49 Boundary
HWY 49 Boundary
23
22
21
0.0%
. `
1.3%
10/3/17 13:16
HWY 49 Boundary
11
10/3/17 13:19
10/3/17 13:28
HWY 49 Boundary
HWY 49 Boundary
10
02
0.0%
.',
56.2%
77.6%
10/3/17 13:32
HWY 49 Boundary
03
0.0%
0.0%
20.6%
78.7%
78.7%
78.9%
79.2%
79.3%
10/3/17 13:34
HWY 49 Boundary
04
0.0%
10/3/17 13:36
10/3/17 13:42
10/3/17 13:48
HWY 49 Boundary
HWY 49 Boundary
South Tryon St (HWY 49)
06
05
SD-38
0.0%
0.0%
0.0%
10/3/17 13:53
South Tryon St (HWY 49)
SD-37
0.0%
0.0%
20.7%
79.3%
10/3/17 13:56
South Tryon St (HWY 49)
SD-36
0.0%
0.0%
20.8%
79.2%
10/3/17 14:00
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
20.6%
79.2%
10/3/17 14:03
South Tryon St (HWY 49)
SD-34
0.0%
0.0%
20.6%
79.3%
10/3/17 14:06
South Tryon St (HWY 49)
SD-33
0.0%
0.0%
20.7%
79.2%
10/3/17 14:27
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
21.0%
78.8%
10/3/17 14:29
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
21.0%
78.8%
10/3/17 14:30
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
20.8%
79.1%
10/3/17 14:32
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
20.8%
79.1%
10/3/17 14:36
Baseball Field Light Poles
BLP-21
0.0%
0.0%
20.6%
79.3%
10/3/17 14:38
Baseball Field Light Poles
BLP-22
0.0%
0.0%
20.6%
79.3%
10/3/17 14:39
Baseball Field Score Boards
BSB-3
0.0%
0.0%
20.5%
79.5%
10/3/17 14:42
Baseball Field Light Poles
BLP-23
0.0%
0.0%
20.5%
79.5%
10/3/17 14:44
Baseball Field Light Poles
BLP-24
0.0%
0.0%
20.5%
79.5%
10/3/17 14:47
Soccer Field 3
SD-41
0.0%
0.0%a
20.4%
79.5%
10/3/17 14:50
Soccer Field 4
SD-43
0.0%
0.0%
20.4%
79.5%
10/3/17 14:52
Soccer Field 4
SD-42
0.0%
0.0%
20.3%
79.6%
10/3/17 14:55
Soccer Field 3
SD-40
0.0%
0.0%
20.3%
79.6%
10/3/17 14:59
Soccer Light Poles
SLP-08
0.0%
79.5%
10/3/17 15:03
Soccer Field 2
SD-13
0.0%
0.0%
20.6%
79.2%
10/3/17 15:06
Soccer Light Poles
SLP-09
0.0%
0.0%
20.6%
79.3%
10/3/17 15:08
Soccer Field 2
SD-12
0.0%
0.0%
20.5%
79.4%
CAR200048 Page 80 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
co,
OZ
Balance
10/3/17 15:09
Soccer Light Poles
SLP-10
0.0%
0.0%
20.6%
79.3%
10/3/17 15:12
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.6%
79.3%
10/3/17 15:14
Baseball Field Light Poles
BLP-25
0.6%
0.5%
19.5%
79.3%
10/3/17 15:16
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.8%
79.0%
10/3/17 15:17
Baseball Field Light Poles
BLP-26
0.0%
0.0%
20.8%
79.1%
10/3/17 15:19
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.8%
79.1%
10/3/17 15:20
Baseball Field Score Boards
BSB-4
0.0%
0.0%
20.8%
79.1%
10/3/17 15:22
Soccer Light Poles
SLP-07
0.0%
0.0%
20.7%
79.2%
10/3/17 15:24
Soccer Light Poles
SLP-06
0.0%
0.0%
20.7%
79.2%
10/3/17 15:25
Soccer Field 1
SD-11
0.0%
0.0%
1 20.7%
1 79.2%
10/3/17 15:27
Soccer Light Poles
SLP-05
4.8%
74.7%
10/3/17 15:30
Baseball Field Light Poles
BLP-11
0.0%
0.0%
21.0%
79.0%
10/3/17 15:30
Soccer Field 1
SD-10
0.0%
0.0%
20.7%
79.3%
10/3/17 15:30
Soccer Light Poles
SLP-04
0.0%
0.0%
20.7%
79.2%
10/3/17 15:33
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
20.6%
79.3%
10/3/17 15:34
Soccer Light Poles
SLP-01
0.0%
0.0%
20.5%
79.4%
10/3/17 15:35
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
20.4%
79.5%
10/3/17 15:38
Soccer Light Poles
SLP-02
0.0%
0.0%
20.5%
79.4%
10/3/17 15:40
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
20.5%
79.4%
10/3/17 15:42
Soccer Light Poles
SLP-03
0.0%
0.0%
20.5%
79.4%
10/3/17 15:44
Baseball Field Light Poles
BLP-27
0.0%
0.0%
20.7%
79.2%
10/3/17 15:46
Baseball Field Light Poles
BLP-28
0.0%
0.0%
20.7%
79.3%
10/3/17 15:48
Baseball Field Light Poles
BLP-29
0.0%
0.0%
20.7%
79.3%
10/3/17 15:49
Baseball Field Light Poles
BLP-30
0.0%
0.0%
20.7%
79.3%
10/3/17 15:55
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
20.9%
79.1%
10/3/17 15:56
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
20.8%
79.2%
10/3/17 16:00
Baseball Field Light Poles
BLP-07
0.0%
0.0%
20.9%
79.1%
10/3/17 16:02
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
20.9%
79.1%
10/3/17 16:03
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.0%
79.0%
10/3/17 16:04
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
21.0%
79.0%
10/3/17 16:06
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.0%
78.9%
10/3/17 16:10
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.1%
78.8%
10/3/17 16:11
Baseball Field 1 Rightfield
SD-20
0.0%
0.0%
21.1%
78.9%
10/3/17 16:13
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.1%
78.8%
10/3/17 16:15
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.1%
78.9%
10/3/17 16:16
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
21.2%
78.9%
10/3/17 16:18
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
21.2%
78.9%
10/3/17 16:20
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.1%
78.8%
10/3/17 16:21
Baseball Field Light Poles
BLP-10
0.6%
0.3%
20.6%
78.2%
10/3/17 16:25
Baseball Field Light Poles
BLP-05
1.6%
0.8%
20.0%
76.7%
10/3/17 16:27
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
21.0%
78.9%
10/3/17 16:30
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.0%
78.9%
10/3/17 16:31
Baseball Field 4 Rightfield
SD-26
0.0%
0.0%
21.0%
78.9%
10/3/17 16:32
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.0%
78.9%
10/3/17 16:33
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.0%
79.0%
10/3/17 16:35
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.0%
79.0%
10/3/17 16:36
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.0%
79.0%
10/3/17 16:38
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.0%
79.0%
10/3/17 16:40
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.1%
78.9%
10/3/17 16:41
Baseball Field Light Poles
BLP-08
0.0%
0.0%
21.1%
78.9%
10/4/17 9:20
Golf Course Parking Lot
SD-31
0.0%
0.0%
20.9%
79.0%
10/4/17 9:26
Clubhouse Active
SCV-1
0.0%
1.1%
19.6%
79.3%
10/4/17 9:29
Clubhouse Active
SCV-2
0.0%
0.3%
20.8%
78.9%
10/4/17 9:33
Clubhouse Active
SCV-3
0.0%
0.4%
20.6%
79.0%
10/4/17 9:36
1 Clubhouse Active
SCV-4
1 0.0%
0.2%
20.6%
79.0%
CAR200048 Page 81 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/4/17 9:39
Clubhouse Active
SCV-5
0.0%
0.5%
20.5%
79.0%
10/4/17 9:44
Clubhouse Active
SCV-6
0.0%
0.3%
20.8%
78.8%
10/4/17 9:47
Clubhouse Active
SCV-7
0.0%
0.0%
21.1%
78.8%
10/4/17 9:51
Clubhouse Active
CH S stem
0.0%
0.0%
21.0%
78.9%
10/4/17 9:59
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.1%
78.8%
10/4/17 10:00
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.1%
78.8%
10/4/17 10:01
Clubhouse Passive
CHFD-04
0.4%
0.2%
21.0%
78.6%
10/4/17 10:03
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.1%
78.8%
10/4/17 10:05
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.0%
78.9%
10/4/17 10:16
Tyvola Rd
SD-39
0.0%
0.0%
1 21.0%
78.9%
10/4/17 10:19
Maintenance Building
SD-32
0.0%
0.0%
21.0%
1 78.9%
10/4/17 10:21
Maintenance Building
BP-9
0.0%
78.4%
10/7/17 15:52
Baseball Field Score Boards
BSB-5
0.0%
0.0%
20.8%
79.2%
10/10/17 8:40
NE Boundary Offsite
BP-5
0.0%
1.2%
20.1 %
78.2%
75.9%
77.3%
78.7%
10/10/17 8:43
10/10/17 8:46
10/10/17 8:49
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
BP-7
0.0%
0.0%
0.0%
10/10/17 8:52
NE Boundary Offsite
S-6
0.0%
0.4%
20.4%
79.2%
10/10/17 8:56
NE Boundary Offsite
S-7
4.7%
73.5%
10/10/17 9:05
NE Boundary Offsite
BP-8
0.0%
79.9%
10/10/17 9:08
NE Boundary Offsite
S-4
0.0%
1.0%
79.8%
10/10/17 9:13
NE Boundary Offsite
S-3
0.0%
0.0%
20.9%
79.0%
10/10/17 9:17
NE Boundary Offsite
S-2
0.0%
1.2%
20.1%
78.6%
10/10/17 9:20
10/10/17 9:27
NE Boundary Offsite
NE Boundary Passive
S-1
MP-16
0.0%
0.0%
IXAE
0.0%
'.
21.0%
80.0%
77.5%
78.9%
10/10/17 9:35
NE Boundary Passive
MP-20
0.0%
10/10/17 9:40
NE Boundary Passive
MP-31
0.0%
' 1
78.8%
10/10/17 9:44
10/10/17 9:59
NE Boundary Passive
NE Boundary Active
EW-1
NE Sys
0.0%
0.2%
20.8%
6.7%
79.0%
10/10/17 10:01
NE Boundary Active
NE System
0.0%
0.3%
20.7%
79.0%
10/10/17 10:08
NE Boundary Passive
DP-6
0.0%
0.0%
20.9%
79.0%
10/10/17 10:17
NE Boundary Passive
VMP-1
0.0%
0.0%
20.8%
79.1%
10/10/17 10:21
NE Boundary Passive
VMP-2
0.0%
0.0%
20.8%
79.1%
10/10/17 10:30
NE Boundary Passive
VMP-3
0.0%
0.0%
20.7%
79.2%
10/10/17 10:54
10/10/17 13:02
10/10/17 13:04
NE Boundary Active
NE Boundary Active
NE Boundary Active
NW System
PC-01
PC-02
PC-03
2.8%
4.3%
1 ••
".
1
EMU
1.1 %
1.3%
1
1'.
1 . ••
.'.
1 ••
1".
'.
1'.
74.7%
67.4%
71.2%
56.8%
77.1%
75.3%
73.5%
72.3%
75.7%
72.9%
66.2%
76.7%
76.8%
74.1%
76.8%
78.0%
75.1%
63.9%
74.8%
79.9%
79.9%
10/10/17 13:07
NE Boundary Active
10/10/17 13:10
10/10/17 13:12
10/10/17 13:14
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-04
PC-05
PC-06
1.6%
4.3%
1 2.4%
10/10/17 13:16
NE Boundary Active
PC-07
3.0%
10/10/17 13:19
10/10/17 13:22
10/10/17 13:23
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-08
PC-09
PC-10
2.5%
4.3%
' `
1.8%
10/10/17 13:25
NE Boundary Active
PC-1 l
10/10/17 13:27
10/10/17 13:29
10/10/17 13:32
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-12
PC-13
PC-14
1.8%
3.0%
0.0%
10/10/17 13:34
NE Boundary Active
PC-15
0.0%
10/10/17 13:36
10/10/17 13:38
10/10/17 13:40
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-16
PC-17
PC-18
1.9%
3.1%
10/10/17 13:43
10/10/17 13:45
NE Boundary Active
1NE Boundary Active
PC-19
PC-20
0.0%
0.0%
CAR200048 Page 82 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
10/10/17 13:47
NE Boundary Active
PC-21
1.0%
79.0%
80.3%
10/10/17 13:49
NE Boundary Active
PC_22
1.1%
10/10/17 13:51
10/10/17 13:52
NE Boundary Active
NE Boundary Active
PC-23
PC-24
0.0%
0.0%
0.0%
1',
0.6%
1 .',
1'�
20.4%
80.6%
81.2%
81.3%
80.6%
79.1%
10/10/17 13:54
NE Boundary Active
PC-25
10/10/17 13:56
NE Boundary Active
PC-26
0.0%
11/1/17 9:00
NE Boundary Offsite
BP-5
0.0%
11/1/17 9:03
NE Boundary Offsite
S-5
0.0%
76.4%
11/1/17 9:06
NE Boundary Offsite
BP-6
0.0%
0.9%
21.2%
78.0%
11/1/17 9:09
NE Boundary Offsite
BP-7
0.0%
0.6%
20.9%
78.4%
11/1/17 9:13
NE Boundary Offsite
S-6
0.0%
0.1%
21.4%
78.5%
11/1/17 9:17
NE Boundary Offsite
S-7
0.0%
0.3%
20.9%
1 78.7%
11/1/17 9:26
NE Boundary Offsite
BP-8
0.0%
0.6%
1 19.8%
79.5%
11/1/17 9:30
NE Boundary Offsite
S-4
0.0%
0.2%
21.0%
78.8%
11/1/17 9:34
NE Boundary Offsite
S-3
0.0%
0.0%
21.3%
78.8%
11/1/17 9:37
NE Boundary Offsite
S-2
0.0%
79.317c
11/1/17 9:42
NE Boundary Offsite
S-1
0.0%
84.2%
11/1/17 9:50
NE Boundary Passive
MP-16
0.0%
19.5%
78.3%
11/1/17 9:55
NE Boundary Passive
MP-20
0.0%
0.2%
21.5%
78.3%
11/1/17 9:58
NE Boundary Passive
MP-31
0.0%
0.0%
21.6%
78.4%
11/1/17 10:02
NE Boundary Passive
EW-1
0.0%
0.0%
21.7%
78.3%
11/1/17 10:02
NW Boundary Passive
VMP-3
0.0%
0.0%
21.3%
78.7%
11/1/17 10:12
NE Boundary Active
NE Sys
0.0%
0.1%
21.6%
78.3%
11/1/17 10:14
NE Boundary Active
NE System
0.0%
0.1%
21.6%
78.3%
11/1/17 10:23
NE Boundary Passive
DP-6
0.0%
0.0%
21.6%
78.4%
11/1/17 10:30
NW Boundary Passive
VMP-1
0.0%
0.0%
21.5%
78.5%
11/1/17 10:37
NW Boundary Passive
VMP-2
0.0%
1 0.0%
21.4%
78.6%
11/1/17 10:45
NE Boundary Active
NW System
2.97o
0.0%
I
1',
75.317c
80.1%
71.8%
11/1/17 11:48
NE Boundary Active
PC_26
11/1/17 11:53
NE Boundary Active
PC-20
11/1/17 11:58
NE Boundary Active
PC-15
2.8%
75.3%
11/1/17 12:03
NE Boundary Active
PC-10
0.0%
0.0%
19.7%
80.2%
11/1/17 12:09
NE Boundary Active
PC-05
0.0%
O.Ov
19.9%
80.0%
11/1/17 12:15
12/7/17 8:44
NE Boundary Active
NE Boundary Passive
PC-01
MP-16
0.0%
70.1%
77.7%
12/7/17 8:50
NE Boundary Passive
MP-20
0.0%
0.0%
21.3%
78.5%
12/7/17 8:55
NE Boundary Passive
MP-31
0.0%
0.0%
21.5%
78.5%
12/7/17 9:00
NE Boundary Passive
EW-1
36.8%
12/7/17 9:10
NE Boundary Active
NE Sys
0.0%
0.0%
21.7%
78.3%
12/7/17 9:12
NE Boundary Active
NE System
0.0%
0.0%
21.7%
78.3%
12/7/17 9:20
NE Boundary Passive
DP-6
0.0%
0.0%
21.7%
78.3%
12/7/17 9:30
NW Boundary Passive
VMP-1
0.0%
0.0%
21.7%
78.3%
12/7/17 9:33
NW Boundary Passive
VMP-2
0.0%
0.0%
21.6%
78.3%
12/7/17 9:36
NW Boundary Passive
VMP-3
0.0%
0.0%
21.7%
78.4%
12/7/17 9:40
NE Boundary Offsite
BP-8
0.0%
0.0%
21.6%
78.4%
12/7/17 9:43
NE Boundary Offsite
S-4
0.0%
0.0%
21.5%
78.4%
12/7/17 9:46
NE Boundary Offsite
S-3
0.0%
0.0%
21.6%
78.4%
12/7/17 9:49
NE Boundary Offsite
S-2
0.0%
0.0%
21.6%
78.4%
12/7/17 9:53
NE Boundary Offsite
S-1
6.0
0.2%
20.4%
77.8%
12/7/17 9:59
NE Boundary Offsite
BP-5
0.0%
21.6%
78.2%
12/7/17 10:02
12/7/17 10:04
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
0.0%
0.0%
0.0%
0.5%
21.4%
77.9%
77.017b
78.2%
12/7/17 10:07
NE Boundary Offsite
BP-7
12/7/17 10:10
NE Boundary Offsite
S-6
0.0%
0.0%
21.6%
78.3%
12/7/17 10:14
NE Boundary Offsite
S-7
0.0%
0.3%
21.3%
78.4%
CAR200048 Page 83 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
Oz
Balance
12/7/17 10:25
NE Boundary Active
NW System
2.5%
74.5%
1/8/18 8:27
NE Boundary Passive
MP-16
0.0%
0.8%
21.1%
78.1%
1/8/18 8:31
NE Boundary Passive
MP-15
0.0%
0.6%
21.0%
78.4%
1/8/18 8:34
NE Boundary Passive
MP-14
0.0%
0.2%
20.9%
78.9%
1/8/18 8:42
NE Boundary Passive
MP-20
0.0%
0.3%
21.8%
77.9%
1/8/18 8:44
1/8/18 8:51
1/8/18 8:55
1/8/18 9:00
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
MP-31
EW-3
EW-2
EW-1
2.4%
0.1%
21.3%
77.0%
1.1%
11.1 0
75.4%
1/8/18 9:08
NE Boundary Offsite
BP-8
0.0%
0.3%
21.7%
78.0%
1/8/18 9:12
NE Boundary Offsite
S-4
0.0%
0.0%
21.5%
78.5%
1/8/18 9:16
NE Boundary Offsite
S-3
0.0%
0.8%
21.4%
77.8%
1/8/18 9:19
NE Boundary Offsite
S-2
0.0%
0.5%
21.6%
77.9%
1/8/18 9:23
NE Boundary Offsite
S-1
0.0%
0.4%
21.7%
77.9%
1/8/18 9:34
NE Boundary Offsite
BP-3
0.0%
0.5%
21.3%
78.2%
1/8/18 9:42
NE Boundary Offsite
BP-5
0.0%
0.7%
20.8%
78.4%
1/8/18 9:44
1/8/18 9:47
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
0.0%
0.0%
77.5%
83.6%
1/8/18 9:50
NE Boundary Offsite
BP-7
0.0%
20.6%
78.0%
1/8/18 9:56
NE Boundary Offsite
S-6
0.0%
0.6%
21.3%
78.1%
1/8/18 9:58
NE Boundary Offsite
S-7
4.9%
i'•
77.9%
1/8/18 10:20
NE Boundary Active
SU-03R
0.0%
0.0%
21.2%
78.7%
1/8/18 10:34
NE Boundary Active
SU-05
0.0%
0.0%
21.4%
78.6%
1/8/18 10:45
NE Boundary Active
SU-06
0.0%
0.1%
21.3%
78.6%
1/8/18 11:02
NE Boundary Active
SU-07
0.0%
0.1%
21.2%
78.8%
1/8/18 11:15
NE Boundary Active
SU-02
0.0%
0.1%
21.2%
78.8%
1/8/18 11:25
NE Boundary Active
SU-08
0.0%
0.1%
21.1%
78.8%
1/8/18 11:30
NE Boundary Active
SU-09
0.0%
0.1%
21.1%
78.8%
1/8/18 11:35
NE Boundary Active
SU-10
0.0%
0.2%
21.0%
78.8%
1/8/18 11:42
NE Boundary Active
SU-01
0.0%
0.2%
21.1%
78.7%
1/8/18 11:47
NE Boundary Active
SU-11
0.0%
0.1%
21.1%
78.8%
1/8/18 11:54
NE Boundary Active
NE System
0.0%
0.2%
21.2%
78.6%
1/8/18 12:02
NE Boundary Passive
DP-6
0.0%
0.0%
21.3%
78.6%
1/8/18 12:06
NE Boundary Passive
MP-32
0.0%
0.0%
21.3%
78.6%
1/8/18 12:14
NW Boundary Passive
VMP-1
0.0%
0.0%
21.3%
78.6%
1/8/18 12:16
NW Boundary Passive
VMP-2
0.0%
0.0%
21.3%
78.6%
1/8/18 12:19
NW Boundary Passive
VMP-3
0.0%
0.0%
21.4%
78.6%
1/8/18 12:26
NE Boundary Active
NW System
3.3%
'•'
: 1'•
.'•
74.7%
73.1%
54.6%
1/8/18 14:57
1/8/18 14:58
NE Boundary Active
NE Boundary Active
PC-02
PC-03
4.1%
1/8/18 15:00
1/8/18 15:02
NE Boundary Active
NE Boundary Active
PC-04
PC-05
0.0%
.
"•
' .'•
�'•
"•
UZ, '.
199%:
76.6%
60.9%
72.7%
71.8%
73.4%
66.9%
64.7%
73.9%
76.2%
1/8/18 15:04
1/8/18 15:06
1/8/18 15:08
1/8/18 15:10
1/8/18 15:12
1/8/18 15:14
1/8/18 15:15
NE Boundary Active
NE Boundary Active
NE Boundary Active
NE Boundary Active
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-06
PC-07
PC-08
PC-09
PC-10
PC-11
PC-12
3.4%
4.7%
2.8%
1.3%
1/8/18 15:17
NE Boundary Active
PC-13
1.2%
19.717,
76.6%
1/8/18 15:19
1/8/18 15:20
1/8/18 15:22
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-14
PC-15
PC-16
0.8%
1.9%
2.0%
1'•
19.8%
77.8%
81.8%
75.4%
1/8/18 15:23
NE Boundary Active
PC-17
68.4%
69.3%
1/8/18 15:25
1NE Boundary Active
PC-18
CAR200048 Page 84 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
1/8/18 15:27
NE Boundary Active
PC-19
0.0%
20.7%
76.7%
1/8/18 15:29
NE Boundary Active
PC-20
0.0%
1.0%
20.9%
78.1%
1/8/18 15:31
1/8/18 15:33
NE Boundary Active
NE Boundary Active
PC-21
PC-23
0.2%
0.0%
19.8%
78.0%
78.0%
1/8/18 15:35
NE Boundary Active
PC-24
0.0%
0.0%
1',
21.9%
78.8%
79.4%
77.9%
78.0%
1/8/18 15:37
NE Boundary Active
PC-25
0.0%
1/8/18 15:39
1/9/18 9:23
NE Boundary Active
Baseball Fields Parking Lot
PC-26
SD-Ol
0.0%
0.0%
1/9/18 9:24
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
22.0%
77.9%
1/9/18 9:27
1/9/18 9:29
Northern Boundary
Baseball Fields Parking Lot
40
SD-03
0.0%
0.0%
0.0%
19.5%
22.0%
77.2%
77.9%
1/9/18 9:34
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
20.9%
79.0%
1/9/18 9:36
Baseball Field Score Boards
BSB-2
0.0%
0.0%
20.9%
79.0%
1/9/18 9:38
Baseball Field Light Poles
BLP-19
0.0%
0.0%
20.9%
79.0%
1/9/18 9:40
Northern Boundary
41
0.0%
78.67o
1/9/18 9:42
Northern Boundary
42
0.0%
79.1%
1/9/18 9:45
Northern Boundary
43
0.0%
78.5%
1/9/18 9:54
Northern Boundary
44
0.0%
1214
20.0%
78.9%
1/9/18 9:58
Northern Boundary
45
0.0%
19.5%
79.0%
1/9/18 10:02
Tyvola Road
Tunnel
0.0%
0.0%
21.0%
78.9%
1/9/18 10:08
Northern Boundary
46
0.0%
0.3%
21.0%
78.7%
1/9/18 10:13
Northern Boundary
47
0.0%
0.9%
20.2%
78.9%
1/9/18 10:30
Baseball Field Light Poles
BLP-20
0.0%
0.0%
21.1%
78.8%
1/9/18 10:32
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.3%
78.7%
1/9/18 10:34
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.2%
78.8%
1/9/18 10:35
Baseball Field Score Boards
BSB-3
0.0%
0.0%
21.1%
78.8%
1/9/18 10:36
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.0%
78.8%
1/9/18 10:38
Baseball Field Light Poles
BLP-24
0.0%
0.0%
20.9%
78.9%
1/9/18 10:41
Soccer Field 4
SD-43
0.0%
0.0%
20.8%
79.1%
1/9/18 10:43
Soccer Field 4
SD-42
0.0%
0.0%
20.7%
79.2%
1/9/18 10:45
Soccer Field 3
SD-41
0.0%
0.0%
20.5%
79.4%
1/9/18 10:47
Soccer Field 3
SD-40
0.0%
0.0%
20.4%
79.4%
1/9/18 10:50
Soccer Light Poles
SLP-08
0.0%
0.0%
20.2%
79.7%
1/9/18 10:53
Soccer Field 2
SD-13
0.0%
0.0%
20.1%
79.8%
1/9/18 10:55
Soccer Light Poles
SLP-09
0.0%
0.0%
20.2%
79.7%
1/9/18 10:57
Soccer Field 2
SD-12
0.0%
0.0%
22.0%
79.8%
1/9/18 10:58
Soccer Light Poles
SLP-10
0.0%
0.0%
20.1%
79.8%
1/9/18 11:01
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.1%
79.8%
1/9/18 11:02
Baseball Field Light Poles
BLP-25
0.0%
0.0%
20.1%
79.8%
1/9/18 11:03
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.1%
79.9%
1/9/18 11:05
Baseball Field Light Poles
BLP-26
0.0%
0.0%
20.1%
80.0%
1/9/18 11:05
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.1%
79.9%
1/9/18 11:09
Baseball Field Score Boards
BSB-4
0.0%
0.0%
20.9%
79.0%
1/9/18 11:11
Soccer Light Poles
SLP-07
0.0%
0.0%
20.9%
79.0%
1/9/18 11:13
Soccer Light Poles
SLP-06
1 0.0%
0.5%
20.6%
78.9%
1/9/18 11:14
Soccer Field 1
SD-11
0.0%
0.0%
20.9%
79.0%
1/9/18 11:17
Soccer Light Poles
SLP-05
Emw
1
20.9%
1/9/18 11:19
Soccer Field 1
SD-10
0.0%
0.0%
21.1%
78.8%
1/9/18 11:21
Soccer Light Poles
SLP-04
0.0%
0.0%
21.1%
78.8%
1/9/18 11:23
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
21.2%
78.7%
1/9/18 11:25
Soccer Light Poles
SLP-01
0.0%
0.0%
21.2%
78.7%
1/9/18 11:26
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
21.2%
78.7%
1/9/18 11:28
Soccer Light Poles
SLP-02
0.4%
0.6%
1 21.0%
1 78.2%
1/9/18 11:30
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
21.1%
78.9%
1/9/18 11:32
1 Soccer Light Poles
SLP-03
0.0%
0.0%
21.1%
78.8%
CAR200048 Page 85 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/9/18 11:35
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.2%
78.7%
1/9/18 11:36
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.2%
78.7%
1/9/18 11:38
Baseball Field Light Poles
BLP-29
0.0%
0.0%
21.2%
78.7%
1/9/18 11:40
Baseball Field Light Poles
BLP-30
0.0%
0.0%
21.2%
78.7%
1/9/18 11:42
Baseball Field Score Boards
BSB-5
0.0%
0.0%
21.2%
78.7%
1/9/18 11:44
Baseball Field Light Poles
BLP-11
0.0%
0.0%
21.2%
78.7%
1/9/18 11:46
Baseball Field Light Poles
BLP-12
0.0%
0.0%
21.2%
78.7%
1/9/18 11:47
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
21.2%
78.7%
1/9/18 11:49
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
21.2%
78.7%
1/9/18 11:50
Baseball Field Light Poles
BLP-13
0.0%
0.0%
21.2%
78.7%
1/9/18 11:52
Baseball Field Light Poles
BLP-14
0.0%
0.0%
21.2%
78.7%
1/9/18 11:53
Baseball Field Score Boards
BSB-1
0.0%
0.0%
21.2%
78.7%
1/9/18 11:55
Baseball Field Light Poles
BLP-15
0.0%
0.0%
21.2%
78.7%
1/9/18 11:57
Baseball Field Light Poles
BLP-16
0.0%
0.0%
21.2%
78.7%
1/9/18 11:59
Baseball Field Light Poles
BLP-17
0.0%
0.0%
21.4%
78.5%
1/9/18 12:02
Baseball Field Light Poles
BLP-18
0.0%
0.0%
21.5%
78.4%
1/9/18 12:04
Baseball Field Light Poles
BLP-08
0.0%
0.0%
21.6%
78.3%
1/9/18 12:06
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.7%
78.2%
1/9/18 12:08
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.7%
78.2%
1/9/18 12:09
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.7%
78.2%
1/9/18 12:11
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.7%
78.2%
1/9/18 12:12
Baseball Field 4 Rightfield
SD-26
0.0%
0.0%
21.7%
78.2%
1/9/18 12:14
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.7%
78.2%
1/9/18 12:15
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.7%
78.2%
1/9/18 12:17
Baseball Field 4 Bleachers
SD-24
0.0%
1 0.0%
21.7%
78.2%
1/9/18 12:18
Baseball Field Light Poles
BLP-05
BLP-10
4w
10.4%
67.6%
1/9/18 12:20
Baseball Field Light Poles
1/9/18 12:22
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.7%
78.2%
1/9/18 12:24
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
21.4%
78.6%
1/9/18 12:25
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
21.4%
78.5%
1/9/18 12:26
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.3%
78.6%
1/9/18 12:28
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.3%
78.6%
1/9/18 12:29
Baseball Field 1 Rightfield
SD-20
0.0%
0.0%
21.3%
78.6%
1/9/18 12:31
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.2%
78.7%
1/9/18 12:33
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.2%
78.7%
1/9/18 12:35
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.2%
78.7%
1/9/18 12:36
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.2%
78.7%
1/9/18 12:37
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.2%
78.7%
1/9/18 12:41
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
21.2%
78.7%
1/9/18 12:44
Baseball Field 2 Bleachers
SD-29
1 0.0%
0.0%
21.1%
78.6%
1/9/18 13:20
Leatherman Golf (Offsite)
LGFD-01
0.0%
0.0%
20.8%
78.9%
1/9/18 13:23
Leatherman Golf (Offsite)
LGFD-02
0.0%
0.0%
20.8%0
78.9%
1/9/18 13:27
Leatherman Golf (Offsite)
P-4
.
85.0%
1/9/18 13:31
1/9/18 13:37
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
P-3
P-2
0.070
0.0%
", ".
�'.
1.1 % 20.7%
83.2%
79.3%
79.0%
78.3%
1/9/18 13:42
Leatherman Golf (Offsite)
P-1
0.0%
1/9/18 13:51
South Tryon St (HWY 49)
30
0.0%
1/9/18 13:55
South Tryon St (HWY 49)
29
0.0%
19.8%
78.4%
1/9/18 14:00
South Tryon St (HWY 49)
28
0.0%
1.1% 20.3%a
78.5%
1/9/18 14:04
South Tryon St (HWY 49)
27
0.0%
1
81.5%
79.9%
1/9/18 14:30
Western Boundary
35
0.0%
1/9/18 14:36
1/9/18 14:40
1/9/18 14:45
Western Boundary
Western Boundary
34
33
0.0%
0.0%
•' ".
0.517r 20.5%
84.9%
79.3%
79.2%
79.0%
Western Boundary
32
0.0%
1/9/18 14:50
lWestern Boundary
DMW-05
0.0%
CAR200048 Page 86 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
1/9/18 14:56
Western Boundary
31
0.0%0
�"
80.1%
1/9/18 15:00
South Tryon St (HWY 49)
RW-13
"
52.5%
1/9/18 15:02
1/9/18 15:04
South Tryon St (HWY 49)
South Tryon St (HWY 49)
RW-C
RW-D
25
24
23
22
21
11
10
02
03
•,
1.4%
0.0%
0.0%
0.0%
.',
",
. 1',
0.0%
.',
• '
",
1
1
•',
1
1
21.3%
63.9%
7.3%
1/9/18 15:07
South Tryon St (HWY 49)
87.1%
31.2%
84.2%
11.5%
1/9/18 15:10
South Tryon St (HWY 49)
1/9/18 15:13
1/9/18 15:20
South Tryon St (HWY 49)
South Tryon St (HWY 49)
1/9/18 15:23
South Tryon St (HWY 49)
28.4%
61.5%
32.3%
80.3%
1/9/18 15:27
South Tryon St (HWY 49)
1/9/18 15:31
1/9/18 15:37
South Tryon St (HWY 49)
South Tryon St (HWY 49)
1/9/18 15:40
South Tryon St (HWY 49)
79.2%
80.1 %
77.0%
79.5%
1/9/18 15:42
South Tryon St (HWY 49)
04
0.0%
1/9/18 15:45
1/9/18 15:50
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
05
06
SD-38
0.0%
0.0%
0.0%
1/9/18 15:53
78.7%
1/9/18 15:55
South Tryon St (HWY 49)
SD-37
0.0%
0.0%
21.2%
78.7%
1/9/18 15:57
South Tryon St (HWY 49)
SD-36
0.0%
0.0%
21.2%
78.7%
1/9/18 15:59
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
21.2%
78.7%
1/9/18 16:00
South Tryon St (HWY 49)
SD-34
0.0%
0.0%
21.2%
78.7%
1/9/18 16:02
South Tryon St (HWY 49)
SD-33
0.0%
0.0%
21.0%
78.8%
1/9/18 16:12
Golf Course Parking Lot
SD-31
0.0%
0.0%
21.5%
78.4%
1/9/18 16:22
Tyvola Road
SD-39
0.0%
0.0%
21.5%
78.4%
1/9/18 16:25
Maintenance Building
SD-32
0.0%
0.0%
21.5%
78.4%
1/9/18 16:28
Maintenance Building
BP-9
0.0%
19.5%
79.0%
1/11/18 9:20
Clubouse Active
SCV-1
0.2%
1.0%
21.1%
77.7%
1/11/18 9:25
Clubouse Active
SCV-2
0.0%
0.0%
21.0%
78.9%
1/11/18 9:30
Clubouse Active
SCV-3
0.0%
0.4%
20.7%
78.9%
1/11/18 9:34
Clubouse Active
SCV-4
0.0%
0.2%
21.0%
78.8%
1/11/18 9:37
Clubouse Active
SCV-5
0.0%
0.4%
20.8%
78.7%
1/11/18 9:39
Clubouse Active
SCV-6
0.0%
0.2%
21.1%
78.7%
1/11/18 9:44
Clubouse Active
SCV-7
0.0%
0.0%
21.2%
78.7%
1/11/18 9:50
Clubhouse Active
CH System
0.0%
0.2%
21.1%
78.7%
1/11/18 9:57
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.1%
78.8%
1/11/18 9:59
Clubhouse Passive
CHFD-04
0.0%
0.0%
21.1%
1 78.8%
1/11/18 10:00
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.2%
78.8%
1/11/18 10:02
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.1%
78.8%
1/11/18 10:04
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.1%
78.8%
2/20/18 13:51
2/20/18 13:58
NE Boundary Active
NE Boundary Passive
NW System
MP-16
4.5%
0.0%
0 21"
20.4%
73.017c
79.3%
2/20/18 14:03
NE Boundary Passive
MP-20
0.0%
0.Wli
20.5%
79.3%
2/20/18 14:05
NE Boundary Passive
MP-31
0.0%
78.9%
2/20/18 14:10
NE Boundary Passive
EW-1
0.0%
2/20/18 14:18
NE Boundary Passive
GP-8
0.1%
0.4%
20.3%
79.1%
2/20/18 14:20
NE Boundary Passive
MP-48
0.0%
0.1%
20.5%
79.4%
2/20/18 14:24
NE Boundary Passive
GP-6
0.0%
0.0%
20.5%
79.3%
2/20/18 14:30
NW Boundary Passive
VMP-3
0.0%
0.0%
20.7%
79.2%
2/20/18 14:31
NW Boundary Passive
VMP-2
0.0%
0.0%
20.7%
79.2%
2/20/18 14:33
NW Boundary Passive
VMP-1
0.0%
0.0%
20.7%
79.2%
2/20/18 14:42
NE Boundary Passive
DP-6
0.0%
0.0%
20.7%
79.2%
2/20/18 14:44
NE Boundary Passive
DP-5
0.0%
0.0%
20.7%
79.2%
2/20/18 16:01
NE Boundary Offsite
BP-5
0.0%
0.8%
19.9%
79.1%
2/20/18 16:03
NE Boundary Offsite
S-5
0.0%
79.2%
82.3%
2/20/18 16:06
NE Boundary Offsite
13P-6
0.0%
CAR200048 Page 87 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
2/20/18 16:08
NE Boundary Offsite
BP-7
0.0%
0.1%
20.7%
79.0%
2/20/18 16:11
NE Boundary Offsite
S-6
0.0%
0.1%
20.6%
79.2%
2/20/18 16:15
NE Boundary Offsite
S-7
0.1%
0.1%
20.8%
78.8%
2/20/18 16:27
NE Boundary Offsite
S-1
0.1%
1.1%
20.8%
78.0%
2/20/18 16:29
NE Boundary Offsite
S-2
0.1%
0.1%
21.2%
78.6%
2/20/18 16:32
NE Boundary Offsite
S-3
0.1%
0.0%
21.3%
78.5%
2/20/18 16:34
NE Boundary Offsite
S-4
0.0%
0.1%
21.0%
78.7%
2/20/18 16:36
NE Boundary Offsite
BP-8
0.0%
0.0%
21.4%
78.5%
3/3/18 13:52
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.9%
78.1%
3/3/18 13:57
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.9%
78.0%
3/15/18 15:26
3/15/18 15:30
NE Boundary Offsite
NE Boundary Offsite
S-1
S-2
0.1%
0.0%
84.1%
81.070
3/15/18 15:32
NE Boundary Offsite
S-3
0.0%
0.1%
20.5%
79.4%
3/15/18 15:33
NE Boundary Offsite
S-4
0.0%
0.1%
20.3%
82.4%
79.5%
3/15/18 15:36
NE Boundary Offsite
BP-8
0.0%
3/15/18 15:47
NE Boundary Offsite
BP-5
0.0%
79.2%
3/15/18 15:50
NE Boundary Offsite
S-5
0.0%
82.4%
3/15/18 15:52
NE Boundary Offsite
BP-6
0.5%
90.0%
3/15/18 15:55
NE Boundary Offsite
BP-7
0.0%
0.1%
20.8%
79.1%
3/15/18 15:57
3/15/18 16:00
NE Boundary Offsite
NE Boundary Offsite
S-6
S-7
0.0%
0.0%
1.0%
' .'
20.8%
81.9%
79.5%
78.0%
4/3/18 7:59
NE Boundary Passive
MP-14
0.0%
4/3/18 8:05
NE Boundary Passive
MP-15
0.0%
0.2%
21.7%
78.0%
4/3/18 8:07
NE Boundary Passive
MP-16
0.0%
().1%
21.8%
78.0%
4/3/18 8:14
NE Boundary Offsite
S-1
0.0%
19.5%
78.1%
4/3/18 8:18
NE Boundary Offsite
S-2
0.0%
0.2%
21.8%
77.9%
4/3/18 8:20
NE Boundary Offsite
S-3
0.0%
0.1%
22.0%
77.9%
4/3/18 8:24
NE Boundary Offsite
S-4
0.1%
0.1%
22.0%
77.8%
4/3/18 8:29
NE Boundary Offsite
BP-8
0.0%
0.1%
22.1%
77.8%
4/3/18 8:38
NE Boundary Offsite
BP-3
0.1%
0.0%
22.1%
77.6%
4/3/18 9:44
NE Boundary Passive
DP-5
0.0%
0.1%
21.7%
78.2%
4/3/18 9:45
NE Boundary Passive
DP-6
0.0%
0.1%
21.7%
78.2%
4/3/18 9:50
NW Boundary Passive
VMP-1
0.0%
0.0%
21.6%
78.3%
4/3/18 9:51
NW Boundary Passive
VMP-2
0.0%
0.0%
21.5%
78.3%
4/3/18 9:55
NW Boundary Passive
VMP-3
0.0%
0.0%
21.4%
78.4%
4/3/18 10:01
NE Boundary Passive
MP-32
0.0%
20.2%
77.2%
4/3/18 10:05
NE Boundary Passive
GP-6
0.0%
0.1%
21.6%
78.3%
4/3/18 10:08
NE Boundary Passive
MP-48
0.0%
0.1%
21.4%
78.5%
4/3/18 10:09
NE Boundary Passive
GP-8
0.0%
0.1%
21.5%
87.4%
4/3/18 10:12
NE Boundary Passive
MP-20
0.0%
0.0%
21.6%
78.3%
4/3/18 10:15
4/3/18 10:20
4/3/18 10:23
4/3/18 10:25
4/3/18 11:25
4/3/1811:40
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Boundary Active
NE Boundary Active
MP-31
EW-1
EW-2
EW-3
NW System
PC-01
0.0%
3.6%
3.7%
1'•
78.0%
21.3%
5.1%
37.1%
73.9%
73.7%
4/3/18 11:45
NE Boundary Active
PC-02
"•
67.1%
4/3/18 11:47
4/3/18 11:48
NE Boundary Active
NE Boundary Active
PC-03
PC-04
0.0%
0.1 %
21.5%
68.2%
78.2%
4/3/18 11:51
NE Boundary Active
PC-05
PC-06
1.9%
19.6%
51.7%
75.1%
4/3/18 11:52
NE Boundary Active
4/3/18 11:54
NE Boundary Active
PC-07
2.1%
"•
19.5%
75.4%
4/3/18 11:55
NE Boundary Active
PC-08
3.3%
19.6%
74.3%
4/3/18 11:59
4/3/18 12:01
NE Boundary Active
NE Boundary Active
PC-09
PC-10
4.1%
"•
'•
: 1
73.5%
71.1%
CAR200048 Page 88 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
4/3/18 12:02
NE Boundary Active
PC-11
2.4%
19.8%
75.6%
4/3/18 12:03
NE Boundary Active
PC-12
1.7%
19.6%
76.6%
4/3/18 12:05
NE Boundary Active
PC-13
0.0%
0.3%
21.0%
78.0%
4/3/18 12:07
NE Boundary Active
PC-14
0.0%
1.3%
20.5%
78.4%
4/3/18 12:08
NE Boundary Active
PC-15
0.0%
0.2%
21.0%
78.7%
4/3/18 12:09
NE Boundary Active
PC-16
0.8%
0.9%
20.5%
77.6%
4/3/18 12:11
4/3/18 12:13
NE Boundary Active
NE Boundary Active
PC-17
PC-18
PC-19
0.0%
0.2%
21.0%
67.8%
71.3%
78.7%
4/3/18 12:15
NE Boundary Active
4/3/18 12:16
NE Boundary Active
PC-20
0.0%
0.1%0
21.1%
78.8%
4/3/18 12:19
NE Boundary Active
PC-21
0.0%
0.4%
20.5%
79.0%
4/3/18 12:21
NE Boundary Active
PC-22
0.0%
0.4%
20.7%
78.8%
4/3/18 12:22
NE Boundary Active
PC-23
0.0%
0.5%
20.7%
78.9%
4/3/18 12:23
NE Boundary Active
PC-24
0.0%
0.2%
21.1%
78.6%
4/3/18 12:24
4/3/18 12:26
NE Boundary Active
NE Boundary Active
PC-25
PC-26
0.0%
0.0%
w
0.7%
20.3%
.5%
78.9%
4/3/18 13:39
Northern Boundary
40
0.0%
79.6%
80.7%
4/3/18 13:42
Northern Boundary
41
0.1%
4/3/18 13:45
Northern Boundary
42
2.2%
.'.
77.8%
4/3/18 13:46
Northern Boundary
Northern Boundary
43
44
45
0.1%
.'.
19.7%
73.2%
4/3/18 14:08
72.8%
78.3%
4/3/18 14:13
Northern Boundary
4/3/18 14:15
Tyvola Road
Tunnel
0.1%
0.0%
21.9%
77.9%
4/3/18 14:22
Northern Boundary
46
0.0%
78.6%
4/3/18 14:26
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.7%
78.2%
4/3/18 14:27
Northern Boundary
47
0.0%
0.8%
21.1%
77.9%
4/3/18 14:27
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.7%
78.2%
4/3/18 14:43
Soccer Field 4
SD-43
0.0%
0.0%
21.9%
78.0%
4/3/18 14:45
Soccer Field 4
SD-42
0.1%
0.0%
21.8%
78.0%
4/3/18 14:48
Soccer Field 3
SD-40
0.0%
0.0%
21.7%
78.1%
4/3/18 14:49
Soccer Field 3
SD-41
0.0%
0.0%
21.7%
78.2%
4/3/18 14:58
Baseball Field Score Boards
BSB-3
0.0%
0.0%
21.7%
78.2%
4/3/18 14:59
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.7%
78.3%
4/3/18 15:01
Baseball Field Light Poles
BLP-24
0.0%
0.0%
21.7%
78.2%
4/3/18 15:03
Baseball Field Light Poles
BLP-25
0.0%
0.0%
21.7%
78.3%
4/3/18 15:05
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.8%
78.2%
4/3/18 15:06
Baseball Field Light Poles
BLP-26
0.0%
0.0%
21.8%
78.2%
4/3/18 15:06
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
21.7%
78.2%
4/3/18 15:07
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
21.7%
78.3%
4/3/18 15:09
Baseball Field Score Boards
BSB-4
0.0%
0.0%
21.7%
78.3%
4/3/18 15:10
Baseball Field Score Boards
BSB-5
0.0%
0.0%
21.8%
78.2%
4/3/18 15:11
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.6%
78.2%
4/3/18 15:12
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.7%
78.2%
4/3/18 15:14
Baseball Field Light Poles
BLP-29
0.0%
0.0%
21.7%
78.2%
4/3/18 15:15
Baseball Field Light Poles
BLP-30
0.0%
0.0%
21.7%
78.2%
4/3/18 15:19
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
21.8%
78.1%
4/3/18 15:20
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
21.7%
78.3%
4/3/18 15:25
Baseball Fields Parking Lot
SD-03
0.0%
0.1%
21.6%
78.2%
4/3/18 15:26
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
21.7%
78.3%
4/3/18 15:45
Soccer Light Poles
SLP-10
0.0%
0.0%
22.0%
77.9%
4/3/18 15:47
Soccer Field 2
SD-12
0.0%
0.0%
22.0%
77.9%
4/3/18 15:48
Soccer Light Poles
SLP-09
0.0%
0.0%
21.2%
78.0%
4/3/18 15:53
Soccer Field 2
SD-13
0.0%
0.0%
21.9
1 78.1%
4/3/18 15:56
1 Soccer Light Poles
SLP-08
0.0%
0.0%
21.9%
78.0%
4/3/18 15:59
1 Soccer Light Poles
SLP-04
0.0%
1 0.0%
21.9%
78.0%
CAR200048 Page 89 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
Oz
Balance
4/3/18 16:02
Soccer Field 1
SD-11
O.WI(
0.0%
21.9%
77.9%
4/3/18 16:04
Soccer Light Poles
SLP-05
SLP-07
0.0�'(
1
0.0%
21.9%
34.9%
77.9%
4/3/18 16:05
Soccer Light Poles
4/3/18 16:09
Soccer Field 1
SD-10
0.0%
0.0%
21.8%
78.1%
4/3/18 16:11
Soccer Light Poles
SLP-06
0.1%
0.0%
21.9%
78.0%
4/3/18 16:14
Soccer Light Poles
SLP-03
0.0%
0.0%
21.9%
78.0%
4/3/18 16:16
Soccer Light Poles
SLP-02
0.2%
0.0%
21.9%
77.8%
4/3/18 16:17
Soccer Light Poles
SLP-01
0.0%
0.0%
21.9%
78.0%
4/3/18 16:19
Soccer Fields Parking Lot
SD-09
0.1%
0.0%
21.9%
77.8%
4/3/18 16:20
Soccer Fields Parking Lot
SD-08
0.1%
0.0%
22.0%
1 77.8%
4/3/18 16:21
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
21.9%
77.9%
4/4/18 8:10
4/4/18 8:12
Clubouse Active
Clubouse Active
SCV-1
SCV-2
3.8%
0.0%
0.1%
21.1%
74.3%
78.7%
4/4/18 8:17
Clubouse Active
SCV-4
0.0%
0.2%
21.2%
78.5%
4/4/18 8:18
Clubouse Active
SCV-5
0.7%
0.8%
20.7%
77.7%
4/4/18 8:21
Clubouse Active
SCV-6
0.2%
0.4%
21.0%
78.0%
4/4/18 8:23
Clubouse Active
SCV-7
0.0%
0.1%
21.3%
78.5%
4/4/18 8:28
Clubouse Active
SCV-3
0.5%
0.6%
21.0%
77.8%
4/4/18 8:47
Clubhouse Active
CH System
0.3%
0.3%
20.8%
78.4%
4/4/18 8:50
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.3%
78.6%
4/4/18 8:51
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.3%
78.7%
4/4/18 8:52
Clubhouse Passive
CHFD-02
0.0%
0.0%
21.4%
78.5%
4/4/18 8:53
Clubhouse Passive
CHFD-04
0.1%
0.0%
21.4%
78.4%
4/4/18 8:54
Clubhouse Passive
CHFD-01
0.0%
0.0%
21.4%
78.5%
4/4/18 9:17
Maintenance Building
SD-32
0.0%
0.0%
21.6%
78.2%
4/4/18 10:09
Golf Course Parking Lot
SD-31
0.0%
0.0%
21.7%
78.1%
4/4/18 10:13
Tyvola Road
SD-39
0.0%
0.0%
21.7%
78.2%
4/4/18 10:16
Maintenance Building
BP-9
0.0%
1.2%
20.4%
78.3%
4/4/18 10:32
Leatherman Golf (Offsite)
LGFD-01
0.0%
0.1%
21.6%
78.2%
4/4/18 10:33
Leatherman Golf (Offsite)
LGFD-02
0.0%
0.0%
21.5%
78.4%
4/4/18 10:35
4/4/18 10:42
4/4/18 10:47
4/4/18 10:51
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
P-4
P-3
P-2
P-1
2.3%
0.0%
0.07,
0.0%
83.9%
83.1%
83.7%
79.7%
4/4/18 11:01
South Tryon St (HWY 49)
SD-33
0.0%
0.0%
21.8%
78.1%
4/4/18 11:02
South Tryon St (HWY 49)
SD-34
0.0%
0.0%
21.7%
78.3%
4/4/18 11:03
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
21.7%
78.1%
4/4/18 11:06
South Tryon St (HWY 49)
SD-36
0.0%
0.0%
21.8%
78.1%
4/4/18 11:10
4/4/18 11:14
South Tryon St (HWY 49)
South Tryon St (HWY 49)
28
27
0.0%
..
82.9%
76.6%
4/4/18 11:18
South Tryon St (HWY 49)
29
0.0%
1.3%
20.3%
78.4%
4/4/18 11:20
South Tryon St (HWY 49)
30
0.0%
0.7%
20.8%
78.4%
4/4/18 11:44
Western Boundary
35
0.0%
0.1%
21.9%
77.8%
4/4/18 11:49
Western Boundary
34
0.0%
0.0%
22.0%
77.9%
4/4/18 11:53
Western Boundary
33
0.0%
1 0.0%
21.9%
78.0%
4/4/18 11:57
Western Boundary
32
0.0%
0.1%
1 21.8%
78.0%
4/4/18 12:01
Western Boundary
DMW-05
0.0%
1.2%
20.6%
78.3%
4/4/18 12:05
Western Boundary
31
0.0%
0.2%
21.8%
77.9%
4/4/18 12:10
South Tryon St (HWY 49)
RW-B
`,
40.3%
4/4/18 12:11
South Tryon St (HWY 49)
RW-C
RW-D
0.1%
1.1%
21.6%
41.8%
77.0%
4/4/18 12:12
South Tryon St (HWY 49)
4/4/18 12:15
South Tryon St (HWY 49)
25
0.0%
0.2%
21.6%
78.1%
4/4/18 12:18
South Tryon St (HWY 49)
24
23
0.0%
.
17.8%
84.1%
18.9%
4/4/18 12:22
South Tryon St (HWY 49)
4/4/18 12:26
1 South Tryon St (HWY 49)
122
CAR200048 Page 90 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
4/4/18 12:31
South Tryon St (HWY 49)
21
11
10
0.3%
0.6%
21.0%
16.0%
29.217o
77.6%
4/4/18 12:38
South Tryon St (HWY 49)
4/4/18 12:40
South Tryon St (HWY 49)
4/4/18 12:46
South Tryon St (HWY 49)
06
0.0%
1
80.1%
4/4/18 12:50
South Tryon St (HWY 49)
04
0.0%
21.7%
79.2%
79.6%
78.2%
80.5%
78.1%
4/4/18 12:52
South Tryon St (HWY 49)
03
0.0%
4/4/18 12:55
4/4/18 13:00
South Tryon St (HWY 49)
South Tryon St (HWY 49)
02
05
0.0%
0.001
0.0%
0.0%
4/4/18 13:08
South Tryon St (HWY 49)
SD-38
4/4/18 13:10
South Tryon St (HWY 49)
SD-37
0.0%
0.0%
21.8%
78.1%
4/4/18 13:34
Baseball Field 4 Rightfield
SD-26
0.0%
0.0%
21.8%
78.0%
4/4/18 13:35
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.8%
78.0%
4/4/18 13:36
Baseball Field Light Poles
BLP-04
0.1%
0.0%
21.8%
77.9%
4/4/18 13:37
Baseball Field Light Poles
BLP-09
0.1%
0.0%
21.9%
78.0%
4/4/18 13:39
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.8%
78.1%
4/4/18 13:40
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
21.8%
78.1%
4/4/18 13:41
Baseball Field Light Poles
BLP-05
0.0%
0.0%
21.8%
78.1%
4/4/18 13:42
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%21.9%
1 78.1%
4/4/18 13:44
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.8%
78.1%
4/4/18 13:45
Baseball Field Light Poles
BLP-10
SD-21
0.0%
0.0%
21.9%
8.1%
78.0%
4/4/18 13:49
Baseball Field 5 Bleachers
4/4/18 13:50
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.8%
78.1%
4/4/18 13:51
Baseball Field 1 Rightfield
SD-20
0.0%
0.0%
21.9%
78.1%
4/4/18 13:54
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.8%
78.1%
4/4/18 13:55
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
21.8%
78.1%
4/4/18 13:57
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.8%
78.0%
4/4/18 13:58
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.9%
78.0%
4/4/18 13:59
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
22.0%
77.9%
4/4/18 14:01
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.9%
77.9%
4/4/18 14:03
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.9%
78.0%
4/4/18 14:04
Baseball Field Light Poles
BLP-03
0.0%
0.0%
22.0%
77.9%
4/4/18 14:05
Baseball Field Light Poles
BLP-08
0.0%
0.0%
22.0%
77.8%
4/4/18 14:18
NE Boundary Active
SU-03R
0.1%
0.0%
21.9%
77.9%
4/4/18 14:32
NE Boundary Active
SU-05
0.0%
0.0%
21.6%
78.2%
4/4/18 14:40
NE Boundary Active
SU-06
0.1%
0.1%
21.7%
78.0%
4/4/18 15:11
NE Boundary Active
SU-07
0.2%
0.1%
21.9%
77.8%
4/4/18 15:19
NE Boundary Active
SU-02
0.0%
0.1%
22.0%
77.8%
4/4/18 15:28
NE Boundary Active
SU-08
0.1%
0.0%
22.2%
77.6%
4/4/18 15:38
NE Boundary Active
SU-09
0.1%
0.1%
22.2%
77.5%
4/4/18 15:55
NE Boundary Active
SU-10
0.1%
0.0%
22.4%
77.4%
4/4/18 16:07
NE Boundary Active
SU-11
0.2%
0.0%
22.3%
77.3%
4/4/18 16:13
NE Boundary Active
NE System
0.2%
0.1%
22.5%
77.2%
4/4/18 16:58
Baseball Field Light Poles
BLP-11
0.0%
0.1%
22.2%
77.7%
4/10/18 14:44
NE Boundary Offsite
BP-5
0.0%
1.3%
22.0%
76.5%
4/10/18 14:48
NE Boundary Offsite
S-5
0.0%
77.0%
4/10/18 14:51
NE Boundary Offsite
BP-6
0.0%
�•
80.0%
4/10/18 14:54
NE Boundary Offsite
BP-7
0.0%
0.6 /
80.2%
4/10/18 14:57
NE Boundary Offsite
NE Boundary Offsite
S-6
0.0%
0.0%
87.5%
81.2%
4/10/18 15:01
S-7
5/30/18 9:50
NE Boundary Passive
MP-16
0.0%
0.0%
20.6%
79.2%
5/30/18 9:55
NE Boundary Active
NW System
3.5%
75.7%
5/30/18 10:24
NE Boundary Offsite
BP-5
0.1%
(U)",
19.9%
79.2%
5/30/18 10:25
NE Boundary Offsite
S-5
0.1%
80.2%
5/30/18 10:27
NE Boundary Offsite
BP-6
0.0%
80.0%
5/30/18 10:30
NE Boundary Offsite
BP-7
0.0%
02�/�
20.7%
78.9%
CAR200048 Page 91 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
5/30/18 10:40
NE Boundary Offsite
S-7
1.4%
80.8%
5/30/18 10:52
NE Boundary Offsite
BP-8
0.0%
0.0%
20.6%
79.3%
5/30/18 10:54
NE Boundary Offsite
S-4
0.0%
0.0%
20.6%
79.4%
5/30/18 10:57
NE Boundary Offsite
S-3
0.0%
0.0%
20.5%
79.4%
5/30/18 11:00
NE Boundary Offsite
S-2
0.0%
0.0%
20.5%
79.4%
5/30/18 11:04
NE Boundary Offsite
S-1
0.0%
0.0%
20.5%
79.5%
5/30/18 11:10
NE Boundary Passive
MP-48
0.0%
0.0%
20.6%
79.4%
5/30/18 11:21
NE Boundary Passive
VMP-03
0.0%
0.0%
20.6%
79.4%
5/30/18 11:23
NE Boundary Passive
VMP-02
0.0%
0.0%
20.5%
79.4%
5/30/18 11:24
NE Boundary Passive
VMP-01
0.0%
0.0%
20.5%
79.4%
5/30/18 11:26
NE Boundary Passive
DP-5
0.0%
0.0%
20.5%
79.4%
5/30/18 11:27
NE Boundary Passive
DP-6
0.0%
0.0%
20.5%
79.5%
5/30/18 11:36
NE Boundary Passive
GP-6
0.0%
0.0%
20.5%
79.5%
5/30/18 11:41
NE Boundary Passive
MP-20
0.0%
0.0%
20.6%
79.2%
5/30/18 11:46
NE Boundary Passive
MP-31
0.0%
0.0%
1 20.6%
79.3%
5/30/18 11:54
NE Boundary Passive
EW-1
0.0%
0.0%
20.6%
79.3%
6/15/18 8:29
NE Boundary Passive
MP-16
0.0%
0.6%
20.00/1
79.2%
6/15/18 8:37
NE Boundary Active
New System
2.5%
'
75.7%
6/15/18 8:48
6/15/18 8:56
Baseball Field Light Poles
NE Boundary Passive
BLP-10
EW-3
• 1'•
1'•
1'.
1 1'•
0.0%
0.6%
6/15/18 9:00
NE Boundary Passive
EW-2
EW-1
•',
0.0%
2.8%
6/15/18 9:05
NE Boundary Passive
6/15/18 9:17
NE Boundary Passive
MP-20
0.0%
0.0%
20.7%
79.1%
6/15/18 9:21
NE Boundary Passive
MP-31
0.0%
78.97c
6/15/18 9:27
NE Boundary Passive
VMP-4S
0.1%
79.1%
6/15/18 9:29
NE Boundary Passive
VMP-413
0.1%
0.1%
20.3%
79.5%
6/15/18 9:30
NE Boundary Passive
VMP-5S
0.1%
1.0%
19.7%
79.2%
6/15/18 9:32
NE Boundary Passive
VMP-513
0.0%
0.2%
20.4%
79.3%
6/15/18 9:41
NE Boundary Passive
GP-8
0.0%
0.1%
20.1%
79.7%
6/15/18 9:43
NE Boundary Passive
MP-48
0.0%
0.1%
20.1%
79.7%
6/15/18 9:51
NE Boundary Passive
VMP-7S
0.0%
0.2%
19.9%
79.7%
6/15/18 9:52
NE Boundary Passive
VMP-713
0.0%
0.2%
20.3%
79.4%
6/15/18 9:54
NE Boundary Passive
VMP-6S
0.0%
0.5%
80.1%
6/15/18 9:55
NE Boundary Passive
VMP-613
0.1%
0.0%
20.5%
79.3%
6/15/18 9:58
NE Boundary Passive
GP-6
0.0%
0.0%
20.4%
79.5%
6/15/18 10:01
NE Boundary Passive
VMP-3
0.0%
0.0%
20.4%
79.5%
6/15/18 10:04
NE Boundary Passive
VMP-2
0.0%
0.0%
20.4%
79.6%
6/15/18 10:05
NE Boundary Passive
VMP-1
0.0%
0.0%
20.3%
79.5%
6/15/18 10:08
NE Boundary Passive
DP-5
0.0%
0.0%
20.5%
79.5%
6/15/18 10:10
NE Boundary Passive
DP-6
0.0%
0.0%
20.3%
79.6%
6/15/18 10:14
NE Boundary Offsite
S-1
0.0%
0.0%
20.4%
79.5%
6/15/18 10:16
NE Boundary Offsite
S-2
0.0%
0.0%
20.3%
79.7%
79.6%
6/15/18 10:19
NE Boundary Offsite
S-3
0.0%
6/15/18 10:21
NE Boundary Offsite
S-4
0.0%
0.1%
20.2%
79.6%
6/15/18 10:23
6/15/18 10:41
NE Boundary Offsite
NE Boundary Offsite
BP-8
BP-5
0.0%
0.1%
0.7%
'•
80.5%
78.9%
79.4%
80.1%
6/15/18 10:44
6/15/18 10:47
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
0.1%
0.1%
6/15/18 10:49
NE Boundary Offsite
BP-7
0.0%
I .Mli
19.7%
79.3%
6/15/18 10:56
NE Boundary Offsite
S-7
2.1%
79.3%
6/15/18 11:02
NE Boundary Offsite
S-6
0.1%
88.6%
6/15/18 11:11
NE Boundary Passive
VMP-8S
0.0%
0.01,11
20.6%
79.3%
6/15/18 11:13
NE Boundary Passive
VMP-8D
0.0%
0.1%
20.3%
79.4%
6/20/18 7:56
Clubhouse Active
SCV-1
0.1%
WEIMM
20.4%
78.0%
6/20/18 8:03
Clubhouse Active
SCV-2
0.0%
1 0.0%
1 21.7%
78.2%
CAR200048 Page 92 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
6/20/18 8:06
Clubhouse Active
SCV-3
0.0%
0.2%
21.5%
78.2%
6/20/18 8:09
Clubhouse Active
SCV-4
0.0%
0.0%
21.8%
78.2%
6/20/18 8:11
Clubhouse Active
SCV-5
0.0%
0.1%
21.6%
78.2%
6/20/18 8:15
Clubhouse Active
SCV-6
0.1%
0.2%
21.7%
78.0%
6/20/18 8:17
Clubhouse Active
SCV-7
0.0%
0.1%
21.8%
78.1%
6/20/18 8:37
Clubhouse Active
CH System
0.0%
0.0%
21.8%
78.1%
6/20/18 9:15
Clubhouse Passive
CHFD-03
0.0%
0.0%
20.0%
80.0%
6/20/18 9:27
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.1%
79.9%
6/20/18 9:28
Clubhouse Passive
CHFD-01
0.0%
0.0%
20.1%
79.9%
6/20/18 9:29
Clubhouse Passive
CHFD-04
0.0%
0.0%
1 20.1%
79.8%
6/20/18 9:48
Clubhouse Passive
CHFD-05
0.0%
0.0%
20.2%
1 79.7%
6/22/18 7:26
NE Boundary Passive
VMP-413
0.0%
0.3%
19.6%
80.0%
6/22/18 7:29
NE Boundary Passive
VMP-4S
0.0%
1.3%
19.7%
79.0%
6/22/18 7:33
NE Boundary Passive
VMP-5S
0.0%
1.3%
79.4%
6/22/18 7:34
NE Boundary Passive
VMP-513
0.0%
0.5%
19.7%
79.7%
6/22/18 7:47
NE Boundary Passive
VMP-6S
0.1%
81.9%
6/22/18 7:50
NE Boundary Passive
VMP-6D
0.1%
().1%
21.0%
78.8%
6/22/18 7:54
NE Boundary Passive
VMP-7S
0.0%
0.8C70
80.5%
6/22/18 7:57
NE Boundary Passive
VMP-713
0.1%
0.1%
20.9%
78.9%
6/22/18 7:59
NE Boundary Active
PC-13
0.1%
0.0%
20.8%
79.1%
6/22/18 8:04
NE Boundary Active
PC-12
0.1%
0.0%
20.8%
79.0%
6/22/18 8:13
NE Boundary Active
SU-07
0.1%
0.2%
20.6%
79.0%
6/22/18 8:33
NE Boundary Passive
MP-20
0.1%
0.1%
20.9%
78.8%
6/22/18 8:36
NE Boundary Passive
MP-31
EW-1
0.1%
.'.
'.
78.917c
5.6%
76.2%
6/22/18 8:44
NE Boundary Passive
6/22/18 8:53
NE Boundary Offsite
S-7
6/22/18 9:04
6/22/18 9:06
NE Boundary Passive
NE Boundary Passive
VMP-8S
VMP-8D
0.1%
0.1%
10�/�
0.4%
20.1°h
80.7%
79.4%
7/18/18 0:02
7/18/18 0:04
NE Boundary Active
NE Boundary Active
PC-07
PC-06
0.0%
• '
0.0%
20.9%
72.5%
79.0%
7/18/18 0:10
7/18/18 0:14
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-05
PC-04
PC-03
PC-02
0.1%
1
1.4%
1
".
.
63.7%
79.7%
7/18/18 0:17
66.8%
7/18/18 0:20
NE Boundary Active
7/18/18 0:21
7/18/18 8:28
NE Boundary Active
NE Boundary Passive
PC-01
VMP-413
VMP-4S
2.2%
0.0%
0.0%
1.3%
".
20.51/,
76.0%
79.5%
7/18/18 8:30
NE Boundary Passive
78.2%
7/18/18 8:32
NE Boundary Passive
VMP-5S
0.0%
".
19.717,
78.3%
7/18/18 8:33
7/18/18 8:42
NE Boundary Passive
NE Boundary Passive
VMP-513
VMP-6S
0.0%
0.0%
,'.
79.87c
80.2%
7/18/18 8:43
NE Boundary Passive
VMP-6D
0.0%
0.1 °i
21.5%
78.3%
7/18/18 8:44
7/18/18 8:46
7/18/18 8:51
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
VMP-7S
VMP-713
VMP-3
0.0%
0.0%
0.0%
0.0%
21.7%
81.2%
79.87c
78.2%
7/18/18 8:52
NE Boundary Passive
VMP-2
0.0%
0.0%
21.6%
78.3%
7/18/18 8:56
NE Boundary Passive
VMP-1
0.0%
0.0%
21.6%
78.4%
7/18/18 8:59
NE Boundary Passive
DP-5
0.0%
0.0%
21.6%
78.3%
7/18/18 9:01
NE Boundary Passive
DP-6
0.0%
0.0%
21.7%
78.2%
7/18/18 9:05
NE Boundary Active
PC-19
0.0%
0.2%
21.2%
78.5%
7/18/18 9:07
NE Boundary Active
PC-26
0.0%
78.8%
7/18/18 9:12
NE Boundary Active
PC-25
0.0%
79.5%
7/18/18 9:15
NE Boundary Active
PC-24
0.0%
0.7%
20.5%
78.7%
7/18/18 9:18
NE Boundary Active
PC-23
0.0%
0.914
20.1%
78.8%
7/18/18 9:23
NE Boundary Active
PC_22
0.6%
79.0%
7/18/18 9:26
1NE Boundary Active
PC-21
0.1%
78.8%
CAR200048 Page 93 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
7/18/18 9:31
NE Boundary Active
pC_20
0.0%
0.3%
21.2%
78.5%
7/18/18 9:38
NE Boundary Active
PC-18
1.4%
•'.
20.0%
76.8%
7/18/18 9:41
NE Boundary Active
PC-17
. 1 •.
68.2%
7/18/18 9:49
NE Boundary Passive
MP-32
0.0%
0.0%
7/18/18 9:53
NE Boundary Active
PC-16
�'�69.2%
7/18/18 10:02
NE Boundary Active
PC-15
4.2%
0.6%
021.4%c78.5%
76.47/18/18
78.1%
79.1%
10:05
7/18/18 10:12
NE Boundary Active
NE Boundary Active
PC-14
PC-13
0.1%
0.0%
7/18/18 10:13
NE Boundary Active
PC -Drain
0.1%
0.1%
.
78.9%
7/18/18 10:18
NE Boundary Passive
GP-8
0.0%
0.0%
21.4%
78.6%
7/18/18 10:31
NE Boundary Passive
MP-48
0.0%
0.8%
20.8%
78.3%
7/18/18 10:35
NE Boundary Passive
GP-6
0.2%
0.2%
21.3%
1 78.4%
7/18/18 10:41
NE Boundary Active
PC-11
PC-12
3.0%
19.6%
•'
75.1%
75.8%
7/18/18 10:50
NE Boundary Active
2.7%
7/18/18 10:58
7/18/18 11:01
7/18/18 11:04
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-10
PC-09
PC-08
0.1%
1.3%
.'.
0.0%
'.
'.
20.91
68.5%
77.9%
77.5%
79.0%
7/18/18 11:08
NE Boundary Passive
MP-20
0.1%
7/18/18 11:10
NE Boundary Passive
MP-31
0.2%
78.8%
7/18/18 11:18
7/18/18 11:21
NE Boundary Passive
NE Boundary Passive
EW-2
EW-3
EW-1
' ' •,
A
"
I . "•
1
1 .
3.3%
3.9%
0.2%
7/18/18 11:25
NE Boundary Passive
7/18/18 13:34
7/18/18 13:36
7/18/18 13:42
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-5
BP-6
0.1%
0.2%
0.0%
i '.
c ',
1.1 %
• -'.
1 '.
19.7%
77.9%
78.2%
79.8%
79.0%
7/18/18 13:43
NE Boundary Offsite
BP-7
0.1%
7/18/18 13:47
7/18/18 13:51
7/18/18 14:04
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Passive
S-6
S-7
VMP-8D
0.1%
0.1%
•.
.'
•'.
•'.
20.1 %
81.6%
81.2%
79.6%
89.1%
79.0%
0.1%
7/18/18 14:06
NE Boundary Passive
VMP-8S
0.0%
7/18/18 14:10
NE Boundary Offsite
BP-3
0.0%
0.7%
7/18/18 14:19
7/18/18 14:25
NE Boundary Offsite
NE Boundary Offsite
S-4
S-3
0.1%
0.1%
0.0%
I'.
21.3%
80.8%
78.5%
7/18/18 14:28
NE Boundary Offsite
S-2
0.1%
77.9%
7/18/18 14:29
NE Boundary Offsite
BP-8
0.0%
80.1%
7/18/18 14:33
NE Boundary Offsite
S-1
0.0%
0.2%
20.9%
78.8%
7/18/18 14:45
Northern Boundary
42
0.0%
0.0%
".
21.8%
79.2%
79.5%
79.6%
77.9%
7/18/18 14:50
Northern Boundary
44
0.1%
7/18/18 14:54
7/18/18 14:56
Northern Boundary
Northern Boundary
45
Tunnel
0.0%
0.1%
7/18/18 15:06
Northern Boundary
43
41
0.0%
".
78.7%
78.4%
7/18/18 15:11
Northern Boundary
0.0%
7/18/18 15:14
Northern Boundary
40
0.0%
20.5%
77.8%
7/18/18 16:18
Northern Boundary
47
0.0%
1.2%
20.5%0
78.1%
7/18/18 16:31
Northern Boundary
46
0.0%
ft=
77.8%
7/18/18 16:45
Maintenance Building
SD-32
0.0%
0.0%
21.8%
78.2%
7/18/18 16:47
Maintenance Building
BP-9
0.0%
78.8%
7/18/18 17:32
Golf Course Parking Lot
SD-31
0.0%
0.011/c
21.7%
78.2%
7/19/18 8:21
NE Boundary Passive
MP-14
0.1%
79.4%
7/19/18 8:25
NE Boundary Passive
MP-15
0.0%
0.0%
20.0%
79.9%
7/19/18 8:28
NE Boundary Passive
MP-16
0.0%
1.0%
79.5%
7/19/18 8:36
NE Boundary Active
SU-03R
0.1%
0.0%
20.3%
79.5%
7/19/18 8:47
NE Boundary Active
SU-05
0.1%
0.1%
20.3%
79.3%
7/19/18 9:02
NE Boundary Active
SU-07
0.1%
0.2%
20.4%
79.1%
7/19/18 9:10
1NE Boundary Active
SU-02
0.1%
0.4%
20.3%
1 79.1%
CAR200048 Page 94 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
7/19/18 9:19
NE Boundary Active
SU-06
0.2%
0.2%
20.6%
79.0%
7/19/18 9:27
NE Boundary Active
SU-08
0.1%
0.1%
20.6%
78.9%
7/19/18 9:35
NE Boundary Active
SU-09
0.1%
0.2%
20.7%
79.0%
7/19/18 9:44
NE Boundary Active
SU-10
0.1%
0.1%
20.8%
78.9%
7/19/18 9:52
NE Boundary Active
SU-11
0.1%
0.1%
20.7%
79.0%
7/19/18 10:01
NE Boundary Active
SU-01
0.1%
0.2%
20.7%
78.8%
7/19/18 10:31
Baseball Fields Parking Lot
SD-01
0.0%
0.0%
20.9%
79.0%
7/19/18 10:33
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
20.8%
79.1%
7/19/18 10:34
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
20.9%
79.0%
7/19/18 10:35
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
20.9%
78.9%
7/19/18 10:39
Baseball Field Light Poles
BLP-08
0.0%
0.0%
21.1%
78.9%
7/19/18 10:40
Baseball Field Light Poles
BLP-03
0.0%
0.0%
21.1%
78.8%
7/19/18 10:40
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
21.1%
78.8%
7/19/18 10:41
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.1%
78.7%
7/19/18 10:42
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
21.1%
78.8%
7/19/18 10:44
Baseball Field Light Poles
BLP-04
0.0%
0.0%
21.2%
78.8%
7/19/18 10:44
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
21.1%
78.8%
7/19/18 10:45
Baseball Field 4 Rightfield
SD-26
0.0%
0.0%
21.1%
78.8%
7/19/18 10:46
Baseball Field Light Poles
BLP-09
0.0%
0.0%
21.2%
78.7%
7/19/18 10:48
Baseball Field 5 Bleachers
SD-22
1 0.0%
0.0%
1 21.2%
78.6%
7/19/18 10:50
Baseball Field Light Poles
BLP-05
1.5%
19.5%
76.7%
7/19/18 10:50
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
21.2%
78.7%
7/19/18 10:54
Baseball Field Light Poles
BLP-10
66.4%
7/19/18 10:56
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
21.3%
78.6%
7/19/18 11:00
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
21.1%
78.7%
7/19/18 11:01
Baseball Field Light Poles
BLP-02
0.0%
0.0%
21.1%
78.8%
7/19/18 11:02
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
21.2%
78.7%
7/19/18 11:05
Baseball Field Light Poles
BLP-07
0.0%
0.0%
21.3%
78.6%
7/19/18 11:06
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
21.2%
78.7%
7/19/18 11:07
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
21.2%
78.7%
7/19/18 11:08
Baseball Field Light Poles
BLP-01
0.0%
0.0%
21.2%
78.7%
7/19/18 11:08
Baseball Field 1 Rightfield
SD-20
0.0%
0.0%
1 21.2%
78.6%
7/19/18 11:10
Baseball Field Light Poles
BLP-06
0.0%
0.0%
21.1%
78.8%
7/19/18 11:15
Baseball Field Score Boards
BSB-5
2.4%
1.2%
20.5%
77.4%
7/19/18 11:16
Baseball Field Light Poles
BLP-30
73.7%
7/19/18 11:18
Baseball Field Light Poles
BLP-29
0.0%
0.1%
20.9%
78.9%
7/19/18 11:21
Baseball Field Light Poles
BLP-28
0.0%
0.0%
21.2%
78.7%
7/19/18 11:23
Baseball Field Light Poles
BLP-27
0.0%
0.0%
21.2%
78.7%
7/19/18 11:25
Baseball Field Score Boards
BSB-4
0.0%
0.0%
21.2%
78.7%
7/19/18 11:25
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
21.2%
78.7%
7/19/18 11:28
Baseball Field Light Poles
BLP-26
0.0%
0.0%
21.2%
78.8%
7/19/18 11:28
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
21.3%
78.6%
7/19/18 11:30
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.1%
78.7%
7/19/18 11:31
Baseball Field Light Poles
BLP-25
0.0%
0.0%
21.1%
78.8%
7/19/18 11:33
Baseball Field Light Poles
BLP-24
0.0%
0.0%
21.1%
78.8%
7/19/18 11:35
Baseball Field Light Poles
BLP-23
0.0%
0.0%
21.1%
78.8%
7/19/18 11:37
Baseball Field Light Poles
BLP-22
0.0%
0.0%
21.1%
78.8%
7/19/18 11:37
Baseball Field Score Boards
BSB-3
0.0%
0.0%
1 21.2%
78.8%
7/19/18 11:38
Baseball Field Light Poles
BLP-21
0.0%
0.0%
21.1%
78.8%
7/19/18 11:59
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
7/19/18 12:42
7/19/18 13:07
Tyvola Road
Leatherman Golf (Offsite)
SD-39
LGFD-01
0.0%
0.0%
0.0%80.7%
0.2%80.8%
7/19/18 13:08
Leatherman Golf (Offsite)
LGFD-02
0.0%
0.1 %80.7%
021.20%78.7%
83.0%
7/19/18 13:11
Leatherman Golf (Offsite)
P-4
0.3%
7/19/18 13:26
iLeatherman Golf (Offsite)
P-1
0.0%
1
79.51/o
CAR200048 Page 95 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO-1
Oz
Balance
7/19/18 13:33
Leatherman Golf (Offsite)
P-2
0.1%
80.4%
7/19/18 13:40
Leatherman Golf (Offsite)
P-3
0.0%
0.0%
19.8%
79.6%
80.1%
7/19/18 13:50
South Tryon St (HWY 49)
SD-33
0.1%
7/19/18 13:54
South Tryon St (HWY 49)
SD-34
0.0%
0.0%
19.9%
80.1%
7/19/18 13:56
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
19.9%
80.0%
7/19/18 13:59
South Tryon St (HWY 49)
SD-36
0.1%
0.0%
19.9%
80.0%
7/19/18 14:03
South Tryon St (HWY 49)
SD-37
0.1%
0.0%
19.9%
80.0%
7/19/18 14:14
South Tryon St (HWY 49)
30
0.0%
0.3%
19.8%
79.8%
7/19/18 14:17
South Tryon St (HWY 49)
29
0.0%
0.7%
19.5%
79.6%
7/19/18 14:25
South Tryon St (HWY 49)
27
0.4%
.'.
..'.
0.4%
".
1'•
20.2%
82.2%
79.3%
79.4%
28.1%
79.2%
7/19/18 14:27
7/19/18 14:28
7/19/18 14:29
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
28
RW-D
RW-C
0.0%
0.0%
7/19/18 14:31
South Tryon St (HWY 49)
RW-B
0.1%
7/19/18 15:02
7/19/18 15:10
7/19/18 15:30
Western Boundary
Western Boundary
Western Boundary
33
34
35
0.1%
0.0%
0.0%
1.3%
. •.
78.9%
78.6%
77.9%
7/19/18 15:45
Western Boundary
32
0.1%
0.0%
' .'.
2
78.5%
79.2%
80.0%
7/19/18 15:57
7/19/18 16:09
7/19/18 16:14
Western Boundary
South Tryon St (HWY 49)
South Tryon St (HWY 49)
31
25
24
0.1%
0.1%
0.0%
1
1 •.
0.0%
69.8%
80.3%
39.3%
25.0%
79.1%
7/19/18 16:18
7/19/18 16:23
7/19/18 16:27
7/19/18 16:32
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
23
22
21
SD-38
7/19/18 16:36
South Tryon St (HWY 49)
11
0.7%
73.6%
7/19/18 16:41
South Tryon St (HWY 49)
10
. •
58.4%
7/19/18 16:47
7/19/18 16:49
South Tryon St (HWY 49)
South Tryon St (HWY 49)
06
05
0.0%
0.0%
0.0%
.'.
".
79.1%
78.70/c
78.6%
78.8%
76.7%
80.7%
7/19/18 16:53
South Tryon St (HWY 49)
04
0.0%
7/19/18 16:57
7/19/18 17:00
7/20/18 10:18
South Tryon St (HWY 49)
South Tryon St (HWY 49)
Soccer Field 1
03
02
SD-11
0.0%
0.0%
0.0%
7/20/18 10:24
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
19.5%
80.4%
7/20/18 10:31
7/20/18 10:33
7/20/18 10:37
Soccer Light Poles
Soccer Fields Parking Lot
Soccer Light Poles
SLP-02
SD-08
SLP-01
0.6%
0.0%
0.0%
0.8%
0.1%
1 0.2%
•'
79.5%
80.7%
81.0%
7/20/18 10:39
7/20/18 10:41
7/20/18 10:43
7/20/18 10:44
7/20/18 10:52
7/20/18 10:56
Soccer Fields Parking Lot
Soccer Light Poles
Soccer Field 1
Soccer Light Poles
Soccer Light Poles
Soccer Light Poles
SD-09
SLP-04
SD-10
SLP-05
SLP-06
SLP-07
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
'.
80.8%
80.7%
80.8%
22.9%
80.7%
7/20/18 10:58
Soccer Light Poles
SLP-08
0.0%
0.0%
'.
80.6%
7/20/18 11:03
Soccer Light Poles
SLP-09
0.0%
0.0%
'.
80.6%
7/20/18 11:05
Soccer Light Poles
SLP-10
0.0%
0.0%
'.
80.6%
7/20/18 11:08
Soccer Field 2
SD-12
0.0%
0.0%
'.
80.6%
7/20/18 11:16
7/20/18 11:33
Soccer Field 2
Soccer Field 3
SD-13
SD-40
0.0%
0.0%
0.0%
0.0%
19.7%a
80.7%
80.1%
7/20/18 11:34
Soccer Field 3
SD-41
0.0%
0.0%
19.8%
80.2%
7/20/18 11:37
Soccer Field 4
SD-42
0.0%
0.0%
19.9%
80.1%
7/20/18 11:39
Soccer Field 4
SD-43
0.0%
0.0%
19.9%
80.1%
7/20/18 11:43
Soccer Light Poles
SLP-03
0.0%
0.0%
1 19.9%
1 80.0%
7/20/18 11:45
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
20.0%
80.0%
7/20/18 11:45
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
19.9%
80.1%
CAR200048 Page 96 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/20/18 11:50
Baseball Field Light Poles
BLP-11
0.0%
0.0%
20.0%
80.0%
8/1/18 7:17
NE Boundary Passive
VMP-51)
0.0%
".
1',
19.5%
79.9%
79.0%
79.0%
8/1/18 7:19
8/1/18 7:23
NE Boundary Passive
NE Boundary Passive
VMP-5S
VMP-4S
0.0%
0.0%
8/1/18 7:25
NE Boundary Passive
VMP-4D
0.0%
0.0%
21.2%
80.2%
78.7%
8/1/18 7:30
NE Boundary Passive
DP-6
0.0%
8/1/18 7:30
NE Boundary Passive
MP-48
0.0%
19.7%
78.7%
8/1/18 7:32
NE Boundary Passive
GP-8
0.0%
0.5%°
20.4%
78.9%
8/1/18 7:33
NE Boundary Passive
GP-6
0.0%
(). I %
20.9%
78.9%
8/1/18 7:41
8/1/18 7:42
NE Boundary Passive
NE Boundary Passive
VMP-6S
VMP-61)
0.0%
0.0%
Z
0.0%
20.9%
79.1%
79.0%
8/1/18 7:44
NE Boundary Passive
VMP-71)
0.0%
0.1%
20.9%
79.0%
8/1/18 7:46
NE Boundary Passive
VMP-7S
0.0%
82.5%
8/1/18 7:47
NE Boundary Active
PC-13
0.0%
0.6%
20.3%
79.0%
8/1/18 7:53
NE Boundary Active
SU-07
0.0%
0.5%
20.5%
79.0%
8/1/18 8:10
NE Boundary Passive
VMP-1
0.0%
0.0%
21.1%
78.8%
8/1/18 8:11
NE Boundary Passive
VMP-2
0.0%
0.0%
21.2%
78.7%
8/1/18 8:12
NE Boundary Passive
VMP-3
0.0%
0.0%
21.2%
78.7%
8/1/18 8:17
NE Boundary Passive
DP-5
0.0%
0.0%
21.2%
78.7%
8/1/18 8:23
NE Boundary Passive
MP-20
0.4%
0.1%
20.7%
78.6%
8/1/18 8:25
8/1/18 8:36
NE Boundary Passive
NE Boundary Offsite
MP-31
BP-5
0.0%
0.0%
77.9%
78.317c
8/1/18 8:38
8/1/18 8:41
NE Boundary Offsite
NE Boundary Offsite
S-5
BP-6
0.0%
0.0%
0.0%
0.8%
.'.
19.7°7
77.3%
79.3%
79.4%
8/1/18 8:44
NE Boundary Offsite
BP-7
8/1/18 8:47
NE Boundary Offsite
S-6
0.0%
1'.
86.7%
8/1/18 8:51
8/1/18 8:59
NE Boundary Offsite
NE Boundary Passive
S-7
VMP-8S
0.0%
0.0%
0.0%
' ' '.
0.8%
1',
20.6%
80.6%
88.817c
8/1/18 9:00
NE Boundary Passive
VMP-8D
79.6%
79.3%
79.4%
78.5%
8/1/18 9:13
NE Boundary Offsite
BP-8
0.0%
8/1/18 9:15
8/1/18 9:19
NE Boundary Offsite
NE Boundary Offsite
S-4
S-3
0.0%
0.0%
8/1/18 9:22
NE Boundary Offsite
S-2
0.0%
19.8%
77.4%
8/1/18 9:24
NE Boundary Offsite
S-1
0.0%
80.0%
76.4%
8/1/18 9:30
NE Boundary Active
New System
1.6%
8/1/18 9:33
NE Boundary Passive
MP-16
0.0%
".
19.6%°
78.5%
9/26/18 15:06
NE Boundary Passive
MP-16
0.0%
•'
20.3%
79.9%
77.2%
79.6%
9/26/18 15:08
NE Boundary Active
New System
1.9%
9/26/18 15:15
NE Boundary Passive
MP-20
1 0.0%
0.0%
9/26/18 15:17
9/26/18 15:25
NE Boundary Passive
NE Boundary Passive
MP-31
VMP-4S
'
0.0%
1 1'•
1.2%
51.5%
79.1%
9/26/18 15:26
NE Boundary Passive
VMP-4D
0.0%
0.7%
19.7%
81.0%
80.0%
9/26/18 15:27
NE Boundary Passive
VMP-5D
0.0%
0.3%
9/26/18 15:28
NE Boundary Passive
VMP-SS
0.0%
0.2%
20.0%
79.7%
9/26/18 15:33
NE Boundary Passive
GP-8
0.0%
0.1%
20.2%
79.6%
9/26/18 15:34
NE Boundary Passive
MP-48
0.0%
0.00/c
20.2%
79.7%
9/26/18 15:51
NE Boundary Passive
VMP-813
0.0%
81.1%
9/26/18 15:52
NE Boundary Passive
VMP-8S
0.0%
'
881.4%
9/26/18 16:23
NE Boundary Offsite
BP-7
0.0%
0.5%
20.2%
79.2%
9/26/18 16:24
NE Boundary Offsite
BP-6
1.3%
LUM
85.0%
80.4%
9/26/18 16:26
NE Boundary Offsite
S-5
0.0%
9/26/18 16:29
NE Boundary Offsite
BP-5
0.0%
c
79.97c
9/26/18 16:31
NE Boundary Offsite
GP-6
0.0%
1 0.0%
21.0%
78.9%
9/26/18 16:33
NE Boundary Offsite
S-4
0.0%
WTISFIF
0.K(
WINIM
1 20.7%
82.1%
1 79.3%
9/26/18 16:36
NE Boundary Offsite
S-3
1 0.0%
CAR200048 Page 97 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
CO'
OZ
Balance
9/26/18 16:38
NE Boundary Offsite
BP-8
0.0%
20.6%
79.3%
9/26/18 16:40
NE Boundary Offsite
MIDCH,
S-1
81.0%
9/26/18 16:43
NE Boundary Offsite
S-2
0.0%
20.6%
79.3%
9/26/18 16:59
NE Boundary Passive
DP-6
0.0%
20.9%
79.0%
9/26/18 17:02
NE Boundary Passive
DP-5
0.0%
0.0%
21.0%
79.0%
9/26/18 17:05
NE Boundary Passive
VMP-1
0.0%
0.0%
1 20.9%
1 79.1%
9/26/18 17:07
NE Boundary Passive
VMP-2
0.0%
0.0%
21.0%
79.0%
9/26/18 17:10
NE Boundary Passive
VMP-3
0.0%
0.0%
21.0%
79.0%
9/26/18 17:15
NE Boundary Passive
VMP-6S
0.0%
81.1%
9/26/18 17:16
NE Boundary Passive
VMP-613
0.0%
0.0%
21.0%
79.0%
9/26/18 17:18
NE Boundary Passive
VMP-7S
0.0%
0.8%
81.3%
9/26/18 17:19
9/26/18 17:21
NE Boundary Passive
NE Boundary Active
VMP-713
PC-13
0.0%
0.0%
0.0%
20.8%
80.670
79.1%
10/22/18 10:05
NE Boundary Passive
MP-16
0.0%
0. I%
20.9%
79.0%
10/22/18 10:09
NE Boundary Passive
MP-15
0.0%
0.1%
20.9%
79.1%
10/22/18 10:15
10/22/18 10:40
NE Boundary Passive
Leatherman Golf (Offsite)
MP-14
P-1
0.0%
0.0%
1 •
20.2%
78.6%
82.4%
80.8%
80.3%
79.6%
10/22/18 10:49
Leatherman Golf (Offsite)
P_2
0.0%
10/22/18 10:55
10/22/18 11:05
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
P-3
LGFD-01
0.0%
0.0%
10/22/18 11:05
Leatherman Golf (Offsite)
LGFD-02
0.0%
0.1%
20.3%
79.6%
10/22/18 11:05
Leatherman Golf (Offsite)
P-4
0.o%
79.0%
10/22/18 11:29
South Tryon St (HWY 49)
SD-33
0.0%
0.1%
20.7%a
79.2%
10/22/18 11:31
South Tryon St (HWY 49)
SD-34
0.0%
0.1%
20.7%
79.2%
10/22/18 11:32
South Tryon St (HWY 49)
SD-35
0.0%
0.1%
20.6%
79.3%
10/22/18 11:33
South Tryon St (HWY 49)
SD-36
0.0%
0.1%
20.5%
79.4%
10/22/18 11:40
10/22/18 11:42
South Tryon St (HWY 49)
South Tryon St (HWY 49)
30
29
0.0%
0.0%
1a
80.2%
81.2%
10/22/18 11:44
South Tryon St (HWY 49)
28
0.0%
0.1%79.6%
10/22/18 11:45
South Tryon St (HWY 49)
27
RW-B
RW-D
31
1 .
0.0%
1 '53.5%
0.2%
20.4%
70.4%
9.5%
79.5%
10/22/18 11:47
10/22/18 11:49
10/22/18 12:01
South Tryon St (HWY 49)
South Tryon St (HWY 49)
Western Boundary
10/22/18 12:15
Western Boundary
32
0.0%
0.91i
19.6%
79.5%
10/22/18 12:18
Western Boundary
33
0.0%
0.1%
20.6%
79.3%
10/22/18 12:20
10/22/18 12:24
Western Boundary
Western Boundary
34
35
0.0%
0.0%
i
79.9%
84.0%
10/22/18 12:55
South Tryon St (HWY 49)
25
0.0%
0.1%
20.5%
79.4%
10/22/18 12:57
10/22/18 13:00
South Tryon St (HWY 49)
South Tryon St (HWY 49)
24
23
0.1%
0.3%
20.0%
59.6%
79.6%
10/22/18 13:02
South Tryon St (HWY 49)
10
0.6(/
0.9%
19.7%
78.8%
10/22/18 13:04
10/22/18 13:09
South Tryon St (HWY 49)
South Tryon St (HWY 49)
22
21
: •
2.4%
'.
70.6%
77.2%
10/22/18 13:20
10/22/18 13:25
South Tryon St (HWY 49)
South Tryon St (HWY 49)
11
06
2.0%
0.0%
••
:.'.
.'.
76.7%
80.2%
10/22/18 13:32
South Tryon St (HWY 49)
04
0.0%
79.4%
10/22/18 13:35
South Tryon St (HWY 49)
SD-37
0.0%
0.1%
20.0%
79.9%
10/22/18 13:35
South Tryon St (HWY 49)
SD-38
0.0%
19.9%
80.1%
10/22/18 13:40
South Tryon St (HWY 49)
03
0.0%
79.1%
10/22/18 13:43
South Tryon St (HWY 49)
02
0.0%
0.3%
19.8%
79.8%
10/22/18 14:24
NE Boundary Passive
DP-5
0.0%
0.1%
21.0%
78.9%
10/22/18 15:15
NE Boundary Passive
MP-20
0.0%
0.1%
1 20.0%
1 79.9%
10/22/18 15:17
NE Boundary Passive
MP-31
4.6%
70.4%
10/22/18 15:40
NE Boundary Passive
EW-3
1 :'.
7.9%
5.00/1
10/22/18 16:00
NE Boundary Passive
EW-1
CAR200048 Page 98 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
10/22/18 16:15
NE Boundary Offsite
BP-5
0.0%
79.0%
10/22/18 16:18
NE Boundary Offsite
S-5
0.0%
0.1
.:'.
20.2%
79.8%
88.4%
79.7%
10/22/18 16:20
10/22/18 16:22
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.0%
0.0%
10/22/18 16:40
NE Boundary Offsite
BP-3
0.0%
0.6v
19.8%
79.6%
10/22/18 16:44
NE Boundary Passive
VMP-8S
0.0%
84.9%
10/22/18 16:45
NE Boundary Passive
VMP-81)
0.0%
80.5%
10/22/18 17:00
NE Boundary Offsite
BP-8
0.0%
0.5%
19.9%
79.4%
10/22/18 17:02
NE Boundary Offsite
S-4
0.0%
0.3%
20.1%
79.6%
10/22/18 17:04
NE Boundary Offsite
S-2
0.0%
0.1%
20.4%
81.4%
79.6%
10/22/18 17:05
NE Boundary Offsite
S-3
0.0%
10/22/18 17:06
NE Boundary Offsite
S-1
0.0%
80.4%
10/23/18 9:20
Clubhouse Active
CH System
0.1%
0.2%
21.7%
78.0%
10/23/18 9:25
Clubhouse Active
SCV-7
0.0%
0.1%
21.8%
78.9%
10/23/18 9:30
Clubhouse Active
SCV-6
0.1%
0.2%
21.8%
77.9%
10/23/18 9:32
Clubhouse Active
SCV-5
0.1%
0.4%
21.6%
77.9%
10/23/18 9:34
Clubhouse Active
SCV-4
0.0%
1 0.2%
1 21.8%
78.0%
10/23/18 9:36
Clubhouse Active
SCV-3
0.1%
0.3%
21.7%
77.9%
10/23/18 9:38
Clubhouse Active
SCV-2
0.0%
0.2%
21.9%
78.0%
10/23/18 9:39
Clubhouse Active
SCV-1
0.5%
20.9%
77.2%
10/23/18 9:50
Clubhouse Passive
CHFD-03
0.0%
0.1%
21.8%
78.0%
10/23/18 9:59
Clubhouse Passive
CHFD-05
0.1%
0.1%
78.117c
10/23/18 10:01
Clubhouse Passive
CHFD-02
0.1%
0.1%
21.7%
78.1%
10/23/18 10:02
Clubhouse Passive
CHFD-01
0.1%
0.1%
21.6%
78.2%
10/23/18 10:03
Clubhouse Passive
CHFD-04
0.1%
0.1%
21.6%
78.1%
10/23/18 10:30
Maintenance Building
SD-32
0.1%
0.1%
21.7%
78.0%
10/23/18 10:31
Maintenance Building
BP-9
0.1%
WE=
77.6%
10/23/18 10:32
Western Boundary
DMW-05
0.1%
0.1%
21.2%
78.1%
10/23/18 11:30
Northern Boundary
46
0.0%
19.5%
78.4%
10/23/18 11:45
Northern Boundary
47
0.0%
0.3%
20.9%
78.8%
10/23/18 12:00
Golf Course Parking Lot
SD-31
0.1%
0.2%
20.9%
78.8%
10/23/18 13:10
Northeast Boundary Active
PC-13
0.0%
0.1%
1 20.4%
79.4%
10/23/18 13:15
Soccer Light Poles
SLP-05
36.9%
10/23/18 13:25
Soccer Light Poles
SLP-04
0.0%
0.1%
20.4%
79.5%
10/23/18 13:27
Soccer Light Poles
SLP-08
0.0%
0.1%
20.4%
79.5%
10/23/18 13:40
Soccer Field 2
SD-13
0.0%
0.1%
20.5%
79.4%
10/23/18 13:41
Soccer Field 2
SD-12
0.0%
0.1%
20.5%
1 79.4%
10/23/18 13:55
NE Boundary Active
NW System
2.4%
75.9%
10/23/18 14:00
10/23/18 14:23
NE Boundary Active
NE Boundary Passive
PC-01
DP-6
0.0%
0.1%
21.0%
69.4%
78.6%
10/23/18 14:30
NE Boundary Active
NE System
0.0%
0.2%
20.7%
79.0%
10/23/18 14:40
NE Boundary Passive
VMP-1
0.0%
0.1%
20.8%
79.0%
10/23/18 14:43
NE Boundary Passive
VMP-2
0.0%
0.1%
20.8%
79.2%
10/23/18 14:45
NE Boundary Passive
VMP-3
0.0%
0.1%
20.8%
1 79.2%
10/23/18 14:53
NE Boundary Passive
MP-32
0.0%
0.1%
1 20.0%
79.3%
10/23/18 15:00
NE Boundary Passive
GP-6
0.0%
0.1%
20.6%
79.3%
10/23/18 15:00
NE Boundary Passive
VMP-6S
0.0%
81.7%
10/23/18 15:01
NE Boundary Passive
VMP-61)
0.0%
().1 ""
20.7%
79.2%
10/23/18 15:04
NE Boundary Passive
VMP-7S
0.0%
0.3%
20.5%
79.2%
10/23/18 15:06
NE Boundary Passive
VMP-71)
0.0%
84.7%
10/23/18 15:25
NE Boundary Passive
VMP-4S
0.0%
0.1%
21.1%
78.9%
10/23/18 15:30
NE Boundary Passive
VMP-41)
0.0%
1.3%
80.7%
10/23/18 15:32
NE Boundary Passive
VMP-5S
0.0%
0.1%
20.8%
79.1%
10/23/18 15:33
NE Boundary Passive
GP-8
0.0%
1 0.1%
20.9%
79.0%
10/23/18 15:34
NE Boundary Passive
MP-48
0.0%
1 0.1%
20.9%
79.0%
CAR200048 Page 99 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
10/23/18 15:35
NE Boundary Passive
VMP-5D
0.0%
. �'.
80.6%
10/23/18 16:17
NE Boundary Passive
EW-2
pC_02
PC-03
PC-04
PC-05
PC-06
PC-07
PC_08
'
1.21,
1.3%
•,
•,
".
•'•
19.5%:
3.2%
10/24/18 8:55
10/24/18 9:15
10/24/18 9:35
NE Boundary Active
NE Boundary Active
NE Boundary Active
76.5%
63.9%
77.1%
47.4%
71.6%
69.3%
77.0%
10/24/18 9:38
NE Boundary Active
10/24/18 9:40
10/24/18 9:50
10/24/18 10:00
NE Boundary Active
NE Boundary Active
NE Boundary Active
4.0%
1.2%
10/24/18 10:10
NE Boundary Active
PC-09
PC-10
PC-12
3.7%
73.7%
68.9%
73.9%
10/24/18 10:15
10/24/18 10:30
NE Boundary Active
NE Boundary Active
3.7%
10/24/18 10:35
NE Boundary Active
PC-] 1
4.5%
1'•
73.2%
10/24/18 10:40
NE Boundary Active
PC-14
1.7%
75.8%
10/24/18 10:50
10/24/18 10:55
10/24/18 11:05
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-15
PC-16
PC_17
0.4%
2.4%
19.7%
78.5%
73.5%
65.0%
76.6%
10/24/18 11:15
NE Boundary Active
PC-18
1.4%
10/24/18 11:20
NE Boundary Active
PC-19
0.0%
0.2%
21.3%
78.5%
10/24/18 11:30
NE Boundary Active
PC-20
0.1%
0.3%
21.3%
78.3%
10/24/18 11:40
NE Boundary Active
PC-21
0.4%
78.4%
78.9%
10/24/18 11:50
NE Boundary Active
PC-22
0.4%
10/24/18 12:05
10/24/18 12:08
10/24/18 12:15
NE Boundary Active
NE Boundary Active
Northern Boundary
PC_23
PC-24
45
0.0%
0.1%
0.0%
1.3%
1'.
79.2%
79.3%
78.1%
10/24/18 12:50
NE Boundary Active
PC-25
0.2%
"•
0.1%
".
21.0%
80.0%
80.1%
79.9%
79.8%
81.0%
79.5%
76.4%
78.9%
10/24/18 12:55
10/24/18 14:30
10/24/18 14:32
NE Boundary Active
Northern Boundary
Northern Boundary
PC-26
44
42
40
0.1%
3.2%
0.0%
10/24/18 14:40
Northern Boundary
0.0%
10/24/18 15:00
10/24/18 15:05
10/24/18 15:22
Northern Boundary
Northern Boundary
Baseball Field Light Poles
41
43
BLP-04
0.0%
0.7%
0.0%
10/24/18 15:30
Baseball Field 4 Bleachers
SD-25
0.0%
0.1%
21.0%
78.0%
10/24/18 15:32
Baseball Field 3 Bleachers
SD-27
0.0%
0.1%
20.9%
79.0%
10/24/18 15:33
Baseball Field Light Poles
BLP-09
0.0%
0.1%
21.0%
79.0%
10/24/18 15:34
Baseball Field 4 Rightfield
SD-26
0.0%
0.1%
20.9%79.0%
10/24/18 15:35
10/24/18 15:38
Baseball Field Light Poles
Baseball Field 5 Bleachers
BLP-05
SD-22
0.0%
0.1%
20.6%
26.1%
79.2%
10/24/18 15:40
Baseball Field 4 Leftfield
SD-23
0.0%
0.1%
20.7%
79.2%
10/24/18 15:42
Baseball Field Light Poles
BLP-10
0.0%
0.1%
22.6%
79.3%
10/24/18 15:50
Baseball Field Light Poles
BLP-01
0.0%
0.1%
20.5%
79.4%
10/24/18 15:55
Baseball Field 1 Rightfield
SD-20
0.0%
0.1%
20.6%
79.3%
10/24/18 16:00
Baseball Field Light Poles
BLP-06
0.0%
0.1%
20.9%
79.1%
10/24/18 16:04
Baseball Field Score Boards
BSB-5
0.0%
0.1%
20.9%
79.0%
10/24/18 16:05
Baseball Field Light Poles
BLP-26
0.0%
0.1%
21.0%
79.0%
10/24/18 16:06
Baseball Field Light Poles
BLP-29
0.0%
1.1%
20.8%
79.1%
10/24/18 16:09
Baseball Field Light Poles
BLp_27
0.0%
0.1%
20.9%
79.1%
10/24/18 16:09
Baseball Field Light Poles
BLP-28
0.0%
0.1%
20.8%
79.1%
10/24/18 16:12
Baseball Field Score Boards
BSB-4
0.0%
0.1%
20.9%
79.0%
10/24/18 16:12
Baseball Field 4 Outfield
SD-16
0.0%
0.1%
20.9%
79.1%
10/24/18 16:15
Baseball Field Light Poles
BLP-30
0.0%
0.1%
20.9%
79.0%
10/24/18 16:15
Baseball Field 4 Outfield
SD-15
0.0%
1 0.1%
20.8%
1 79.1%
10/24/18 16:16
Baseball Field 4 Outfield
SD-14
0.0%
0.1%
1 20.9%
79.1%
10/24/18 16:17
Baseball Field Light Poles
BLp_25
0.5%
20.9%
78.4%
CAR200048 Page 100 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/24/18 16:21
Baseball Field Score Boards
BSB-3
0.0%
0.1%
21.1%
78.9%
10/24/18 16:23
Baseball Field Light Poles
BLP-24
0.0%
0.1%
21.0%
78.9%
10/24/18 16:27
Baseball Field Light Poles
BLP-22
0.0%
0.1%
21.0%
78.9%
10/24/18 16:28
Baseball Field Light Poles
BLP-23
0.0%
0.1%
21.1%
78.9%
10/24/18 16:30
Baseball Field Light Poles
BLP-21
0.0%
0.1%
21.1%
78.9%
10/24/18 16:32
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
21.1%
78.8%
10/24/18 16:33
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
21.0%
79.0%
10/24/18 16:37
Baseball Fields Parking Lot
SD-03
0.0%
0.1%
21.2%
78.8%
10/24/18 16:31
Baseball Fields Parking Lot
SD-04
0.0%
0.2%
20.9%
78.9%
10/24/18 16:45
Baseball Fields Parking Lot
SD-05
0.0%
0.1%
20.8%
79.1%
10/24/18 16:46
Baseball Fields Parking Lot
SD-06
0.0%
0.1%
20.7%
79.1%
10/24/18 16:54
Soccer Fields Parking Lot
SD-08
0.0%
0.1%
20.8%
79.2%
10/24/18 16:56
Soccer Light Poles
SLP-01
0.0%
0.1%
20.7%
79.2%
10/24/18 16:57
Soccer Light Poles
SLP-02
0.0%
0.1%
20.8%
79.1%
10/24/18 16:58
Soccer Fields Parking Lot
SD-07
0.0%
0.1%
20.3%
79.1%
10/24/18 17:00
Soccer Light Poles
SLP-03
0.0%
0.1%
21.0%
78.9%
10/24/18 17:05
Soccer Light Poles
SLP-07
0.0%
0.1%
21.1%
78.9%
10/24/18 17:08
Soccer Light Poles
SLP-06
0.0%
0.0%
21.1%
78.9%
10/24/18 17:09
Soccer Field 1
SD-10
0.0%
0.1%
20.9%
78.1%
10/24/18 17:10
Soccer Field 1
SD-11
0.1%
0.2%
21.0%
79.7%
10/24/18 17:18
Soccer Field 4
SD-43
0.0%
0.1%
21.3%
78.7%
10/24/18 17:18
Soccer Light Poles
SLP-09
0.0%
0.1%
21.2%
78.8%
10/24/18 17:19
Soccer Light Poles
SLP-10
0.0%
0.1%
21.2%
78.8%
10/24/18 17:25
Soccer Field 3
SD-40
0.0%
0.0%
21.2%
78.8%
10/24/18 17:27
Soccer Field 4
SD-42
0.0%
0.1%
21.2%
78.7%
10/24/18 17:31
Soccer Field 3
SD-41
0.0%
0.1%
21.3%
78.7%
10/24/18 17:40
Soccer Fields Parking Lot
SD-09
0.0%
0.1%
21.2%
78.7%
10/25/18 15:10
Baseball Field Light Poles
BLP-11
0.0%
0.4%
20.9%
78.7%
10/25/18 15:22
Baseball Field Light Poles
BLP-03
0.0%
0.1%
21.2%
78.7%
10/25/18 15:25
lBaseball Field 3 Bleachers
SD-28
0.0%
1 0.1%
1 20.7%
78.7%
10/25/18 15:27
Baseball Field 2 Bleachers
SD-29
0.6%
1.0%
21.2%
77.7%
10/25/18 15:30
Baseball Field 2 Bleachers
SD-30
0.5%
0.8%
20.9%
77.8%
10/25/18 15:34
Baseball Field Light Poles
BLP-07
0.0%
0.1%
21.3%
78.6%
CAR200048 Page 101 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/25/18 15:35
Baseball Field Light Poles
BLP-02
0.0%
0.4%
21.3%
78.6%
10/25/18 15:36
Baseball Field 1 Leftfield
SD-17
0.0%
0.1%
21.4%
78.6%
10/25/18 15:38
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
21.4%
78.5%
10/25/18 15:39
Baseball Field 1 Bleachers
SD-19
0.0%
0.1%
21.4%
78.5%
10/25/18 15:40
Baseball Field Light Poles
BLP-08
0.0%
0.1%
21.2%
78.6%
10/25/18 15:41
Baseball Field 5 Bleachers
SD-21
0.0%
0.1%
21.5%
1 78.4%
10/25/18 15:42
Baseball Field 4 Bleachers
SD-24
0.0%
0.1%
21.4%
78.4%
10/25/18 16:28
Northeast Boundary Offsite
S-7
1.6%
77.0%
10/25/18 17:20
Tyvola Road
SD-39
0.0%
0.1%
21.7%
78.1%
11/19/18 8:35
NE Boundary Active
SU-03R
0.0%
0.3%
21.0%
78.6%
11/19/18 9:00
NE Boundary Active
SU-05
0.0%
0.1%
20.9%
78.8%
11/19/18 9:20
NE Boundary Active
SU-06
0.0%
0.1%
20.5%
79.4%
11/19/18 9:40
NE Boundary Active
SU-07
0.0%
0.2%
20.3%
79.4%
11/19/18 9:50
NE Boundary Active
SU-02
0.0%
0.2%
20.2%
79.6%
11/19/18 10:10
NE Boundary Active
SU-08
0.0%
0.0%
20.4%
79.6%
11/19/18 10:20
NE Boundary Active
SU-09
0.0%
0.1%
20.5%
79.4%
11/19/18 10:30
NE Boundary Active
SU-10
0.0%
0.0%
20.5%
79.5%
11/19/18 10:35
NE Boundary Active
SU-11
0.0%
0.0%
20.8%
79.2%
11/19/18 10:55
NE Boundary Active
NE System
0.0%
0.0%
20.8%
79.2%
11/19/18 11:00
NE Boundary Active
SU-01
0.0%
0.0%
20.9%
79.1%
11/19/18 12:00
NE Boundary Passive
MP-48
0.0%
0.0%
20.4%
79.6%
11/19/18 12:01
NE Boundary Passive
GP-8
0.0%
0.2%
20.4%
79.5%
11/19/18 12:05
NE Boundary Passive
VMP-7S
0.0%
0.8%
81.3%
11/19/18 12:06
NE Boundary Passive
VMP-71)
0.0%
80.6%
11/19/18 12:15
NE Boundary Passive
GP-6
0.0%
0.0%
20.7%0
79.3%
11/19/18 12:20
NE Boundary Passive
VMP-6S
0.0%
81.1%
11/19/18 12:21
NE Boundary Passive
VMP-613
0.0%
0.0%
21.0%
79.0%
11/19/18 12:30
NE Boundary Passive
VMP-1
0.0%
0.0%
20.9%
79.1%
11/19/18 12:40
NE Boundary Passive
VMP-2
0.0%
0.0%
21.0%
79.0%
11/19/18 12:45
NE Boundary Passive
VMP-3
0.0%
0.0%
21.0%
79.0%
11/19/18 12:55
NE Boundary Passive
DP-6
0.0%
0.0%
20.7%
79.3%
11/19/18 13:05
NE Boundary Passive
DP-5
0.0%
0.0%
20.9%
79.1%
11/19/18 13:50
NE Boundary Passive
MP-20
0.0%
0.0%
20.8%
79.1%
11/19/18 13:55
NE Boundary Passive
MP-31
22.8%
11/19/18 14:05
NE Boundary Offsite
S-1
0.0%
81.5%
11/19/18 14:10
NE Boundary Offsite
S-2
0.0%
0.411,
20.0%
79.6%
11/19/18 14:15
NE Boundary Offsite
S-3
0.0%
0.01%
20.9%
79.0%
11/19/18 14:40
NE Boundary Offsite
S-5
0.5%
82.0%
11/19/18 15:00
NE Boundary Offsite
BP-7
0.0%
O.OI�
20.8%
79.2%
11/19/18 15:01
NE Boundary Offsite
BP-6
0.0%
84.77c
11/19/18 15:10
NE Boundary Offsite
BP-5
0.0%
79.5%
11/19/18 15:20
NE Boundary Offsite
S-4
0.0%
0.0%
20.7%
79.4%
11/19/18 15:30
NE Boundary Offsite
BP-8
0.0%
0.0%
20.8%
79.2%
11/19/18 15:43
NE Boundary Passive
PC-13
0.0%
0.0%
20.8%
79.1%
11/19/18 15:45
1NE Boundary Passive
VMP-8D
0.0%
81.1170
11/19/18 15:46
NE Boundary Passive
VMP-8S
0.0%
81.4%
11/19/18 16:00
NE Boundary Passive
MP-16
0.0%
0.0%
1 20.9%
1 79.1%
CAR200048 Page 102 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ Balance
11/19/18 23:35
NE Boundary Passive
VMP-5S
0.0%
0.2%
20.0% 79.7%
11/19/18 23:36
NE Boundary Passive
VMP-5D
0.0%
0.3%
19.7% 80.0%
11/19/18 23:49
NE Boundary Passive
VMP-4S
0.0%
1.2%
79.1%
11/19/18 23:50
NE Boundary Passive
VMP-4D
New System
0.0%
4.0%
0.7%
9
0.6%
81.0%
74.1%
82.6%
20.5% 79.0%
11/20/18 15:10
NE Boundary Active
11/20/18 16:20
NE Boundary Offsite
S-6
0.0%
11/20/18 17:20
NE Boundary Offsite
S-7
0.0%
12/13/18 15:17
NE Boundary Offsite
BP-5
0.0%
1.1%
20.5% 78.4%
12/13/18 15:27
NE Boundary Offsite
BP-6
0.0%
81.4%
12/13/18 15:31
NE Boundary Offsite
BP-7
0.0%
0.2%
21.9% 77.9%
12/13/18 16:21
NE Boundary Offsite
BP-8
0.0%
0.1%
22.0% 77.9%
12/13/18 16:31
NE Boundary Passive
DP-5
0.0%
0.1%
21.9% 77.8%
12/13/18 16:21
NE Boundary Passive
DP-6
0.0%
0.1%
21.9% 78.0%
12/13/18 13:51
NE Boundary Passive
GP-6
0.0%
0.1%
21.6% 78.3%
12/13/18 13:32
NE Boundary Passive
GP-8
0.0%
0.2%
21.5% 78.3%
12/13/18 12:35
NE Boundary Passive
MP-16
0.0%
0.1%
21.3% 78.8%
12/13/18 14:36
NE Boundary Passive
MP-20
0.0%
78.1%
12/13/18 14:40
NE Boundary Passive
MP-31
0.5%
MI
78.2%
12/13/18 13:30
NE Boundary Passive
MP-48
0.0%
0.1%
21.61/' 78.3%
12/13/18 12:40
NE Boundary Passive
New System
4.7%
21
' 1'. 72.1%
84.4%
12/13/18 14:53
NE Boundary Offsite
S-1
0.0%
12/13/18 14:56
NE Boundary Offsite
S-2
0.0%
81.6%
12/13/18 15:02
NE Boundary Offsite
S-3
0.0%
0.1%
21.9% 78.0%
12/13/18 15:01
NE Boundary Offsite
S-4
0.0%
ff TI
1'
0.2%
81.9%
81.6%
21.7% 78.2%
12/13/18 15:23
12/13/18 15:39
NE Boundary Offsite
NE Boundary Offsite
S-5
S-6
0.0%
0.0%
12/13/18 15:43
NE Boundary Offsite
S-7
0.0%
0.1%
22.0% 77.9%
12/13/18 14:18
NE Boundary Passive
VMP-1
0.0%
0.1%
21.9% 78.0%
12/13/18 14:16
NE Boundary Passive
VMP-2
0.0%
0.1%
21.9% 78.0%
12/13/18 14:11
NE Boundary Passive
VMP-3
0.0%
0.1%
21.8% 78.1%
12/13/18 13:21
NE Boundary Passive
VMP-413
0.0%
79.6%
12/13/18 13:15
NE Boundary Passive
VMP-4S
0.0%
0.5%
21.0% 78.4%
12/13/18 13:30
NE Boundary Passive
VMP-513
0.0%
0.1%
21.6% 78.3%
12/13/18 13:28
NE Boundary Passive
VMP-5S
0.0%
0.4%
20.6% 78.9%
12/13/18 13:40
NE Boundary Passive
VMP-6D
0.0%
0.1%
21.6% 79.0%
12/13/18 13:35
NE Boundary Passive
VMP-6S
0.0%
80.6%
12/13/18 13:46
12/13/18 13:44
NE Boundary Passive
NE Boundary Passive
VMP-713
VMP-7S
0.0%
0.0%
0.8%
80.6%
81.3%
". 81.1%
79.9%
78.2%
77.3%
12/13/18 15:58
12/13/18 16:00
NE Boundary Passive
NE Boundary Passive
VMP-813
VMP-8S
0.0%
0.0%
1/23/19 11:20
1/23/19 17:51
South Tryon St (HWY 49)
South Tryon St (HWY 49)
02
03
0.0%
0.2%
1/22/19 17:48
South Tryon St (HWY 49)
04
0.1%
1/22/19 17:45
South Tryon St (HWY 49)
05
06
0.2%
78.0%
79.3%
1/22/19 17:28
South Tryon St (HWY 49)
1.3%
1/22/19 17:23
South Tryon St (HWY 49)
10
11
•'•
•'• 69.017c
39.3%
1/22/19 17:19
South Tryon St (HWY 49)
1/22/19 16:24
South Tryon St (HWY 49)
21
0.1%
0.1%
71.1%
20.1% 79.5%
1/22/19 16:30
South Tryon St (HWY 49)
22
1/22/19 16:35
South Tryon St (HWY 49)
23
0.1%
0.1%
20.0% 79.7%
CAR200048 Page 103 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
COI
Oz
Balance
1/22/19 16:39
South Tryon St (HWY 49)
24
25
27AMW
28
20.2%
46.2%
79.4%
1/22/19 16:42
1/22/19 16:57
South Tryon St (HWY 49)
South Tryon St (HWY 49)
0.2%
0.3%
IBM--
60.0%
79.4%
1/22/19 17:05
South Tryon St (HWY 49)
0.2%
0.1%
1/22/19 17:10
South Tryon St (HWY 49)
29
30
0.1%
1'.
1.3%a
1
83.3%
79.9%
1/22/19 17:12
South Tryon St (HWY 49)
0.1%
1/23/19 11:33
Western Boundary
31
0.0%
0.5%
19.6%
79.8%
1/23/19 11:42
Western Boundary
32
0.0%
0.2%
19.9%
79.7%
1/23/19 l 1:51
Western Boundary
33
0.0%
0.2%
19.8%
79.9%
1/23/19 12:00
1/23/19 12:07
Western Boundary
Western Boundary
34
35
40
41
42
43
0.0%
0.0%
1 :'.
22.0%
80.0%
75.7%
88.0%
1/22/19 11:00
1/22/19 10:54
Northern Boundary
Northern Boundary
0.1%
"
: 1',
0.1%
69.9%
57.6%
1/22/19 10:47
1/22/19 10:45
Northern Boundary
Northern Boundary
34.7%
77.6%
1/22/19 10:40
Northern Boundary
44
0.1%
1/22/19 10:35
Northern Boundary
45
0.0%
78.7%
79.8%
1/22/19 13:02
1/22/19 13:18
Northern Boundary
Northern Boundary
46
47
0.0%
0.0%
79.8%
1/22/19 9:50
NE Boundary Offsite
BP-3
0.1%
0.1%
21.0%
78.7%
1/22/19 9:18
NE Boundary Offsite
BP-5
0.1%
0.1%
21.4%
78.3%
1/22/19 9:21
NE Boundary Offsite
BP-6
0.1%
81.5%
1/22/19 9:25
NE Boundary Offsite
BP-7
0.0%
0.2%
21.0%
78.4%
1/22/19 8:58
NE Boundary Offsite
BP-8
0.1%
0.9%
20.7%
78.3%
1/22/19 10:59
Maintenance Building
BP-9
0.0%
0.7%
19.8%
79.4%
1/23/19 9:19
Clubhouse Active
CH System
0.3%
0.2%
21.5%
77.9%
1/23/19 9:00
Clubhouse Passive
CHFD-01
0.1%
0.1%
21.3%
78.6%
1/23/19 9:01
Clubhouse Passive
CHFD-02
0.1%
0.0%
21.2%
78.6%
1/23/19 9:02
Clubhouse Passive
CHFD-03
0.0%
0.0%
21.3%
78.6%
1/23/19 8:54
Clubhouse Passive
CHFD-04
0.1%
0.1%
21.2%
78.5%
1/23/19 9:03
Clubhouse Passive
CHFD-05
0.0%
0.0%
21.3%
78.5%
1/23/19 12:20
Western Boundary
DMW-05
0.0%
0.5%
80.2%
1/21/19 16:14
NE Boundary Passive
DP-5
0.1%
0.1%
21.4%
78.4%
1/21/19 16:10
NE Boundary Passive
DP-6
0.1%
0.2%
21.3%
78.3%
1/22/19 8:36
NE Boundary Passive
EW-2
0.3%
0.2%
20.9%
78.6%
1/22/19 8:42
NE Boundary Passive
EW-3
0.1%
0.1%
20.8%
78.8%
1/21/19 15:12
NE Boundary Passive
GP-6
0.0%
0.1%
21.5%
78.1%
1/21/19 14:40
NE Boundary Passive
GP-8
0.1%
0.1%
21.5%
78.2%
1/22/19 15:18
Leatherman Golf (Offsite)
LGFD-01
0.1%
0.1%
19.6%
80.0%
1/22/19 15:16
Leatherman Golf (Offsite)
LGFD-02
0.1%
0.2%
19.5%
80.1%
1/22/19 10:08
NE Boundary Passive
MP-14
0.2%
78.2%
1/22/19 10:05
NE Boundary Passive
MP-15
0.2%
0.1/
21.3%
78.0%
1/21/19 17:47
NE Boundary Passive
MP-16
0.2%
0.21"
20.9%
78.5%
1/22/19 8:08
NE Boundary Passive
MP-20
0.21%
19.9%
78.6%
1/22/19 8:17
NE Boundary Passive
MP-31
55.8%
1/21/19 14:39
NE Boundary Passive
MP-48
0.1%
0.5�,�
21.4%
78.1%
1/21/19 9:32
NE Boundary Active
NE System
0.1%
0.1 v
21.2%
78.7%
1/21/19 9:32
NE Boundary Active
NW System
0.1%
OJK/
21.6%
78.0%
1/22/19 15:52
Leatherman Golf (Offsite)
P-1
0.2%
kL
82.8%
CAR200048 Page 104 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
1/22/19 15:37
Leatherman Golf (Offsite)
P-2
0.8%
80.7%
1/23/19 15:03
Leatherman Golf (Offsite)
P-3
0.0%
86.0%
1/22/19 15:27
Leatherman Golf (Offsite)
P-4
0.0%
0.1%
19.6%
80.4%
1/21/19 13:37
NE Boundary Active
PC-01
47.5%
1/21/19 13:39
NE Boundary Active
PC-02
PC-03
PC-04
PC-05
PC-06
"
' '
53.6%
54.9%
32.8%
15.7%
52.0%
1/21/19 13:46
1/21/19 13:52
1/21/19 13:56
1/21/19 14:04
NE Boundary Active
NE Boundary Active
NE Boundary Active
NE Boundary Active
1/21/19 14:08
1/21/19 14:13
NE Boundary Active
NE Boundary Active
PC-07
PC-08
1.4%
0.9%
20.8%
73.9%
75.2%
1/21/19 14:20
NE Boundary Active
PC-09
1.5%
20.8%
75.2%
1/21/19 14:42
1/21/19 14:47
NE Boundary Active
NE Boundary Active
PC-10
PC-11
0.1%
0.1%
21.3%
69.7%
77.8%
1/21/19 14:53
NE Boundary Active
PC-12
2.7%
74.8%
1/21/19 15:21
NE Boundary Active
PC-13
0.1%
0.1%
21.6%
78.2%
1/21/19 15:17
NE Boundary Active
PC-14
0.1%
0.3%
21.2%
78.3%
1/21/19 15:27
NE Boundary Active
PC-15
0.0%
0.1%
21.2%
78.3%
1/21/19 15:32
NE Boundary Active
PC-16
0.1%
().1%
21.4%
78.3%
1/21/19 16:01
1/21/19 16:03
NE Boundary Active
NE Boundary Active
PC-17
PC-18
0.1%
0.1%
21.2%
66.5%
70.6%
1/21/19 16:17
NE Boundary Active
PC-19
1.2%
0.9%
20.9%
77.4%
1/21/19 16:24
NE Boundary Active
PC-20
0.1%
0.1%
21.2%
78.3%
1/21/19 16:34
NE Boundary Active
PC-21
0.1%
0.2%
20.9%
78.6%
1/21/19 16:41
NE Boundary Active
PC-22
0.1%
0.3%
20.6%
78.6%
1/21/19 16:47
NE Boundary Active
PC-23
0.1%
0.2%
20.2%
78.4%
1/21/19 16:50
NE Boundary Active
PC-24
0.1%
0.5%
20.6%
78.7%
1/21/19 16:53
NE Boundary Active
PC-25
0.1%
78.7%
1/21/19 16:55
NE Boundary Active
PC-26
0.1%
0.7%
19.9%
79.0%
1/22/19 16:53
1/22/19 16:49
South Tryon St (HWY 49)
South Tryon St (HWY 49)
RW-13
RW-C
0.3%
'
0.4%
20.1%
62.2%
79.2%
1/22/19 16:48
South Tryon St (HWY 49)
RW-D
0.2%
19.8%
78.3%
1/22/19 8:54
NE Boundary Offsite
S-1
0.2%
0.8"(
19.8%
78.5%
1/22/19 9:06
NE Boundary Offsite
S-2
0.1%
0.2%
21.0%
78.5%
1/22/19 9:08
NE Boundary Offsite
S-3
0.2%
0.1%
21.1%
78.6%
1/22/19 9:12
NE Boundary Offsite
S-4
0.1%
0.1%
21.2%
78.4%
1/22/19 9:20
NE Boundary Offsite
S-5
0.1%
0.2%
21.0%
78.4%
1/22/19 9:30
NE Boundary Offsite
S-6
0.1%
0.2%
20.6%
78.8%
1/22/19 9:33
NE Boundary Offsite
S-7
0.1%
0.1%
21.0%
78.7%
1/23/19 10:15
Clubhouse Active
SCV-1
0.0%
0.1%
20.5%
79.3%
1/23/19 10:13
Clubhouse Active
SCV-2
0.0%
0.1%
20.6%
79.1%
1/23/19 9:33
Clubhouse Active
SCV-3
0.1%
0.1%
21.9%
77.8%
1/23/19 10:25
Clubhouse Active
SCV-4
0.0%
0.1%
20.4%
79.4%
1/23/19 10:30
Clubhouse Active
SCV-5
0.0%
0.1%
20.4%
79.3%
1/23/19 10:31
Clubhouse Active
SCV-6
0.3%
0.3%
20.2%
79.1%
1/23/19 10:36
Clubhouse Active
SCV-7
0.0%
0.1%
20.5%
79.3%
1/22/19 l 1:28
Baseball Fields Parking Lot
SD-01
0.1%
0.1%
20.5%
79.2%
1/22/19 11:20
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
20.3%
79.3%
1/22/19 11:18
Baseball Fields Parking Lot
SD-03
071
0.2%
20.3%
79.3%
CAR200048 Page 105 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
1/22/19 l 1:30
Baseball Fields Parking Lot
SD-04
0.2%
0.1%
20.3%
79.2%
1/22/19 13:52
Baseball Fields Parking Lot
SD-05
0.1%
0.0%
20.1%
79.7%
1/22/19 13:50
Baseball Fields Parking Lot
SD-06
0.1%
0.0%
20.0%
79.7%
1/22/19 13:55
Soccer Fields Parking Lot
SD-07
0.1%
0.1%
19.9%
79.8%
1/22/19 13:57
Soccer Fields Parking Lot
SD-08
0.1%
0.0%
20.0%
79.9%
1/22/19 13:59
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
19.9%
79.8%
1/22/19 12:57
Soccer Field 1
SD-1 1
0.1%
0.0%
19.9%
79.8%
1/22/19 13:25
Soccer Field 2
SD-12
0.1%
0.0%
20.1%
79.5%
1/22/19 13:22
Soccer Field 2
SD-13
0.2%
0.0%
20.1%
79.5%
1/22/19 12:49
Baseball Field 4 Outfield
SD-14
0.1%
0.0%
20.0%
79.8%
1/22/19 12:50
Baseball Field 4 Outfield
SD-15
0.1%
0.0%
20.1%
79.8%
1/22/19 11:45
Baseball Field 1 Leftfield
SD-17
0.1%
0.0%
20.2%
79.3%
1/22/19 11:43
Baseball Field 1 Bleachers
SD-18
0.1%
0.0%
20.3%
79.4%
1/22/19 11:48
Baseball Field 1 Bleachers
SD-19
0.1%
0.0%
20.3%
79.5%
1/22/19 11:50
Baseball Field 1 Rightfield
SD-20
0.0%
0.0%
20.3%
79.4%
1/22/19 12:08
Baseball Field 5 Bleachers
SD-21
0.1%
0.0%
20.2%
79.5%
1/22/19 12:10
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
20.2%
79.5%
1/22/19 12:39
Baseball Field 4 Leftfield
SD-23
0.1%
0.1%
20.1%
79.6%
1/22/19 12:11
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
20.2%
79.4%
1/22/19 12:32
Baseball Field 4 Bleachers
SD-25
0.2%
0.1%
20.1%
79.5%
1/22/19 12:35
Baseball Field 4 Rightfield
SD-26
0.1%
0.0%
20.1%
79.6%
1/22/19 11:35
Baseball Field 3 Bleachers
SD-27
0.1%
0.0%
20.1%
79.5%
1/22/19 11:38
Baseball Field 3 Bleachers
SD-28
0.1%
0.1%
20.4%
79.5%
1/22/19 11:40
Baseball Field 2 Bleachers
SD-29
0.1%
0.1%
20.4%
79.5%
1/22/19 11:41
Baseball Field 2 Bleachers
SD-30
0.1%
0.0%
20.5%
79.4%
1/23/19 8:20
Golf Course Parking Lot
SD-31
0.1%
0.1%
21.4%
78.3%
1/23/19 11:11
Maintenance Building
SD-32
0.0%
0.2%
19.9%
79.9%
1/23/19 14:53
South Tryon St (HWY 49)
SD-33
0.0%
0.0%
19.6%
80.3%
1/23/19 14:52
South Tryon St (HWY 49)
SD-34
0.0%
0.0%
19.6%
80.3%
1/23/19 14:51
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
19.6%
80.3%
1/23/19 14:49
South Tryon St (HWY 49)
SD-36
0.0%
0.1%
19.6%
80.4%
1/22/19 16:17
South Tryon St (HWY 49)
SD-37
0.1%
0.1%
20.1%
79.5%
1/22/19 16:20
South Tryon St (HWY 49)
SD-38
0.1%
0.1%
20.1%
79.6%
1/22/19 15:06
Tyvola Road
SD-39
0.1%
0.1%
19.5%
80.3%
1/22/19 13:27
Soccer Field 3
SD-40
0.0%
0.0%
20.2%
79.5%
1/22/19 13:35
Soccer Field 3
SD-41
0.1%
0.0%
20.2%
79.7%
1/22/19 13:30
Soccer Field 4
SD-42
0.1%
0.0%
20.1%
79.5%
1/22/19 13:32
Soccer Field 4
SD-43
0.1%
0.0%
20.2%
79.5%
1/21/19 10:20
NE Boundary Active
SU-01
0.0%
0.0%
21.6%
78.2%
1/21/19 11:34
NE Boundary Active
SU-02
0.1%
0.0%
21.1%
78.8%
1/21/19 12:36
NE Boundary Active
SU-03R
0.1%
0.1%
21.2%
78.4%
1/21/19 12:20
NE Boundary Active
SU-05
0.1%
0.1%
20.5%
78.9%
1/21/19 12:10
NE Boundary Active
SU-06
0.1%
0.1%
20.9%
78.7%
1/21/19 11:46
NE Boundary Active
SU-07
0.1%
0.1%
20.9%
78.7%
1/21/19 11:16
NE Boundary Active
SU-08
0.1%
0.1%
21.9%
78.8%
1/21/19 11:00
NE Boundary Active
SU-09
0.0%
0.0%
21.0%
78.8%
1/21/19 10:30
NE Boundary Active
SU-10
0.1%
0.0%
21.7%
78.2%
1/21/19 9:39
NE Boundary Active
SU-11
0.1%
0.1%
21.3%
78.3%
1/22/19 10:32
Northern Boundary
Tunnel
0.1%
0.1%
22.0%
77.5%
CAR200048 Page 106 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/21/19 15:57
NE Boundary Passive
VMP-1
0.1%
0.1%
21.4%
78.2%
1/21/19 15:44
NE Boundary Passive
VMP-2
0.1%
0.1%
21.4%
78.2%
1/21/19 15:37
NE Boundary Passive
VMP-3
0.1%
0.1%
21.4%
78.3%
1/21/19 14:30
NE Boundary Passive
VMP-4D
0.1%
0.6%
20.4%
78.8%
1/21/19 14:29
NE Boundary Passive
VMP-4S
0.0%
0.7%
21.2%
77.9%
1/21/19 14:35
NE Boundary Passive
VMP-513
0.1%
0.8%
20.4%
78.2%
1/21/19 14:33
NE Boundary Passive
VMP-5S
0.0%
0.8%
20.9%
78.7%
1/21/19 15:00
NE Boundary Passive
VMP-613
0.1%
0.2%
21.5%
78.1%
1/21/19 14:58
NE Boundary Passive
VMP-6S
0.1%
0.4%
21.4%
78.1%
1/21/19 15:03
NE Boundary Passive
VMP-713
0.1%
82.5%
1/21/19 15:02
NE Boundary Passive
VMP-7S
0.0%
0.4",
21.0%
78.2%
1/22/19 9:44
NE Boundary Passive
VMP-813
0.1%
1
78.8%
1/22/19 9:46
NE Boundary Passive
VMP-8S
0.1%
0 2%
21.0%
78.6%
3/12/19 14:50
NE Boundary Offsite
BP-5
0.0%
0.5%
20.5%
78.8%
3/12/19 15:05
NE Boundary Offsite
BP-6
0.0%
79.3%
3/12/19 15:00
NE Boundary Offsite
BP-7
0.0%
0.0%
21.4%
78.5%
3/12/19 14:25
NE Boundary Offsite
BP-8
0.0%
0.0%
20.4%
79.5%
3/12/19 15:56
NE Boundary Passive
DP-5
0.0%
0.0%
21.3%
78.5%
3/12/19 l 1:10
NE Boundary Passive
DP-6
0.0%
0.0%
21.3%
78.5%
3/12/19 10:20
NE Boundary Passive
GP-6
0.0%
0.0%
21.2%
78.6%
3/12/19 l 1:45
NE Boundary Passive
GP-8
0.0%
0.1%
21.2%
78.5%
3/12/19 12:30
NE Boundary Passive
MP-16
1 0.0%
0.0%
21.3%
78.6%
3/12/19 l 1:50
NE Boundary Passive
MP-20
0.0%
0.0%
21.4%
78.5%
3/12/19 11:54
3/12/19 11:42
NE Boundary Passive
NE Boundary Passive
MP-31
MP-48
1
0.0%
0.0%
21.3%
65.1%
78.6%
3/12/19 9:05
3/12/19 14:00
NE Boundary Active
NE Boundary Active
New System
PC-13
3.9%
0.0%
0.0%
1
21.2%
73.4%
78.7%
3/12/19 14:13
NE Boundary Offsite
S-1
0.0%
0.3%
81.6%
3/12/19 14:18
NE Boundary Offsite
S-2
0.0%
0.0%
20.7%
79.1%
3/12/19 14:34
NE Boundary Offsite
S-3
0.0%
0.0%
20.6%
79.4%
3/12/19 15:32
NE Boundary Offsite
S-4
0.0%
0.0%
20.8%
79.2%
3/12/19 14:55
NE Boundary Offsite
S-5
0.0%
0.0%
21.3%
78.6%
3/12/19 15:14
NE Boundary Offsite
S-6
0.0%
0.3%
20.3%
79.3%
3/12/19 15:22
NE Boundary Offsite
S-7
0.0%
0.0%
20.8%
79.2%
3/12/19 15:43
NE Boundary Active
SU-07
0.0%
0.0%
21.0%
78.8%
3/12/19 10:50
NE Boundary Passive
VMP-1
0.0%
0.0%
21.1%
78.8%
3/12/19 10:40
NE Boundary Passive
VMP-2
0.0%
0.0%
21.1%
78.9%
3/12/19 10:30
NE Boundary Passive
VMP-3
0.0%
0.0%
21.1%
78.8%
3/12/19 9:30
NE Boundary Passive
VMP-4D
0.0%
0.3%
20.8%
78.8%
3/12/19 9:33
NE Boundary Passive
VMP-4S
0.0%
0.2%
21.0%
78.6%
3/12/19 9:41
NE Boundary Passive
VMP-5D
0.0%
0.0%
21.4%
78.5%
3/12/19 9:37
NE Boundary Passive
VMP-5S
0.0%
0.1%
1 21.3%
1 78.5%
3/12/19 10:10
NE Boundary Passive
VMP-6D
0.0%
0.1 I
20.9%
1 78.8%
3/12/19 10:06
NE Boundary Passive
VMP-6S
0.0%
82.2%
3/12/19 10:00
NE Boundary Passive
VMP-7D
0.0%
0.6%
20.4%
78.9%
3/12/19 9:55
NE Boundary Passive
VMP-7S
0.0%
0.2%
21.2%
78.6%
3/12/19 16:06
NE Boundary Passive
VMP-8D
0.0%
78.7%
3/12/19 16:10
NE Boundary Passive
VMP-8S
0.0%
21.3%
78.4%
4/23/19 17:35
South Tryon St (HWY 49)
102
0.0%
0
81.1%
CAR200048 Page 107 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
4/23/19 17:21
South Tryon St (HWY 49)
03
0.0%
:'.
.:'.
. ".
1
. 1'.
19.7%
81.0%
79.7%
4/23/19 17:16
4/23/19 14:52
4/23/19 17:16
4/23/19 17:01
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
04
05
06
10
0.0%
0.6%
",
0.2%
0.1%
79.8%
74.3%
South Tryon St (HWY 49)
4.0%
74.9%
40.7%
4/23/19 16:57
4/23/19 16:51
South Tryon St (HWY 49)
11
21
22
23
24
25
27
28
South Tryon St (HWY 49)
38.8%
59.4%
4/23/19 16:45
4/23/19 16:38
South Tryon St (HWY 49)
South Tryon St (HWY 49)
83.4%
69.7%
80.6%
50.8%
80.9%
82.7%
4/23/19 16:31
4/23/19 16:27
South Tryon St (HWY 49)
South Tryon St (HWY 49)
0.0%
4/23/19 16:05
4/23/19 16:00
South Tryon St (HWY 49)
South Tryon St (HWY 49)
0.0%
4/23/19 15:53
4/23/19 15:50
4/24/19 15:59
South Tryon St (HWY 49)
29
30
31
0.0%
1.1%
0.317c
0.2%
South Tryon St (HWY 49)
Western Boundary
0.0%
0.0%
80.9%
80.0%
4/24/19 15:22
Western Boundary
32
0.0%
0.2%
20.2%
79.7%
4/24/19 15:30
Western Boundary
33
0.0%
0.1%
20.1%
79.8%
4/24/19 15:34
Western Boundary
34
0.0%
0.1%
20.0%
79.9%
4/24/19 15:39
Western Boundary
35
0.0%
0.1%
20.1%
79.8%
4/23/19 10:15
Northern Boundary
40
0.0%
1.0%
80.6%
4/23/19 10:11
4/23/19 10:06
Northern Boundary
Northern Boundary
41
42
43
44
45
F".
�'
"
' :
0.0%
0.0%
•'
�'.
1'.
'
20.9%
64.6%
49.4%
34.5%
4/23/19 10:03
4/23/19 9:56
4/23/19 9:50
Northern Boundary
Northern Boundary
Northern Boundary
53.9%
82.3%
4/24/19 16:35
Northern Boundary
46
80.2%
79.7%
4/24/19 16:35
4/22/19 18:58
Northern Boundary
47
0.0%
1.2%
0.3%
NE Boundary Offsite
BP-3
0.0%
78.9%
4/23/19 8:12
NE Boundary Offsite
BP-5
0.0%
1.0%
20.3%
78.5%
4/23/19 8:24
NE Boundary Offsite
BP-6
0.0%
0.3%
21.8%
77.9%
4/23/19 8:29
NE Boundary Offsite
BP-7
0.0%
0.3%
21.6%
78.1%
4/22/19 18:37
NE Boundary Offsite
BP-8
0.0%
0.2%
21.0%
78.9%
4/24/19 14:32
Maintenance Building
BP-9
0.0%
79.6%
4/24/19 11:55
Clubhouse Passive
CH System
0.1%
0.2%
20.9%
78.7%
4/24/19 13:11
Clubhouse Passive
CHFD-01
0.0%
0.1%
21.1%
78.8%
4/24/19 13:09
Clubhouse Passive
CHFD-02
0.0%
0.1%
21.1%
78.8%
4/24/19 13:05
Clubhouse Passive
CHFD-03
0.0%
0.1%
21.1%
78.8%
4/24/19 13:13
Clubhouse Passive
CHFD-04
0.0%
0.1%
21.1%
78.8%
4/24/19 13:07
Clubhouse Passive
CHFD-05
0.0%
0.1%
21.1%
78.8%
4/22/19 17:04
NE Boundary Passive
DP-6
0.0%
0.0%
20.7%
79.3%
4/23/19 13:02
4/23/19 13:08
NE Boundary Passive
EW-2
EW-3
GP-6
0.1%
1
21.3%
0.0%
NE Boundary Passive
0.7%
78.6%
4/22/19 17:58
NE Boundary Passive
0.0%
4/24/19 17:39
NE Boundary Passive
GP-8
0.0%
0.2%
19.6%c
80.2%
4/23/19 15:35
Leatherman Golf (Offsite)
LGFD-01
0.0%
0.1%
'.
80.5%
4/23/19 15:37
Leatherman Golf (Offsite)
LGFD-02
0.0%
0.10/0
80.5%
4/23/19 9:27
NE Boundary Passive
MP-14
0.0%
19.6%
78.4%
4/23/19 9:08
INE Boundary Passive
MP-15
0.0%
0.21"
21.3%
78.5%
CAR200048 Page 108 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ Balance
4/23/19 9:00
NE Boundary Passive
MP-16
0.0%
0.1%
21?1/, 78.6%
4/23/19 12:44
NE Boundary Passive
MP-20
0.0%
0.017b
81.5%
4/23/19 12:50
NE Boundary Passive
MP-31
MP-32
1.9%
67.6%
78.3%
4/23/19 13:26
NE Boundary Passive
4/24/19 17:25
NE Boundary Passive
MP-48
0.0%
0.1%
19.9% 80.0%
4/22/19 15:21
NE Boundary Active
NE System
0.0%
0.2%
20.0% 79.8%
4/22/19 9:40
NE Boundary Active
NW System
2.8%
19.8% 73.9%
4/23/19 15:18
Leatherman Golf (Offsite)
P-1
4.5%
78.2%
4/23/19 ] 5:08
Leatherman Golf (Offsite)
P-2
0.0%
84.0%
:.'. 84.6%
4/23/19 14:56
Leatherman Golf (Offsite)
P-3
0.0%
4/22/19 9:55
NE Boundary Active
PC-01
PC-02
48.3%
67.8%
4/22/19 10:11
NE Boundary Active
4/22/19 10:22
NE Boundary Active
PC-03
70.6%
4/22/19 10:32
NE Boundary Active
PC-04
1'. 40.8%
4/22/19 10:41
NE Boundary Active
PC-05
2.1%
' "
21.4%
.:'. 75.4%
4/22/19 10:50
NE Boundary Active
PC-06
4/22/19 11:00
NE Boundary Active
PC-07
0.5%
0.0%
". 76.2%
19.6% 79.2%
4/22/19 11:09
NE Boundary Active
PC-08
1.2%
4/22/19 11:15
NE Boundary Active
PC-09
PC-10
0.5%
78.1%
71.9%
4/22/19 11:26
NE Boundary Active
4/22/19 ] 1:36
NE Boundary Active
PC-] 1
3.2%
76.0%
78.3%
4/22/19 11:44
NE Boundary Active
PC-12
1.9%
4/22/19 11:54
NE Boundary Active
PC-13
0.0%
0.0%
81.0%
4/22/19 12:06
NE Boundary Active
PC-14
0.0%
80.5%
4/22/19 12:25
NE Boundary Active
PC-15
PC-16
0.0%
0.8%
1.1%
". 81.3%
81.7%
4/22/19 12:36
NE Boundary Active
0.0%
4/22/19 12:45
NE Boundary Active
PC-17
PC-18
.'. 67.8%
70.9%
4/22/19 12:53
NE Boundary Active
4/22/19 13:00
NE Boundary Active
PC-19
0.0%
0.3%
'. 83.3%
4/22/19 13:09
NE Boundary Active
PC-20
0.0%
0.2%
83.8%
4/22/19 13:18
NE Boundary Active
PC-21
0.0%
0.2%
84.0%
4/22/19 13:26
NE Boundary Active
PC-22
0.0%
0.6%
84.2%
4/22/19 13:34
NE Boundary Active
PC-23
0.0%
0.2%
84.2%
4/22/19 13:42
NE Boundary Active
PC-24
0.0%
0.4%
84.5%
4/22/19 13:52
NE Boundary Active
PC-25
0.0%
84.7%
85.1%
4/22/19 14:03
NE Boundary Active
PC-26
0.0%
1.2%
4/23/19 ] 6:10
South Tryon St (HWY 49)
RW-B
1.317v
27.2%
78.0%
4/23/19 16:15
South Tryon St (HWY 49)
RW-C
4.0%
4/23/19 16:20
South Tryon St (HWY 49)
RW-D
1.2%
'. 79.4%
0.1%
4/22/19 18:31
NE Boundary Offsite
S-1
0.0%
0.1%
21.1% 78.8%
4/22/19 18:34
NE Boundary Offsite
S-2
0.0%
0.1%
20.8% 79.1%
4/22/19 18:44
NE Boundary Offsite
S-3
0.0%
0.1%
21.1% 78.8%
4/22/19 ] 8:40
NE Boundary Offsite
S-4
0.0%
0. cl(
21.0% 78.9%
4/23/19 8:18
NE Boundary Offsite
S-5
0.0%
4/23/19 8:39
NE Boundary Offsite
S-6
0.0%
0.3%
87.5%
21.4% 78.3%
4/23/19 8:47
NE Boundary Offsite
S-7
0.0%
4/24/19 12:34
Clubhouse Active
SCV-1
0.9%
0.1%
78.1%
20.7% 79.2%
4/24/19 12:28
Clubhouse Active
SCV-2
0.0%
4/24/19 12:25
Clubhouse Active
SCV-3
0.8%
1 0.9%
20.2% 78.1%
CAR200048 Page 109 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
4/24/19 12:22
Clubhouse Active
SCV-4
0.0%
0.1%
20.7%
79.2%
4/24/19 12:20
Clubhouse Active
SCV-5
0.2%
0.3%
20.5%
78.9%
4/24/19 12:16
Clubhouse Active
SCV-6
0.2%
0.4%
20.5%
78.9%
4/24/19 12:09
Clubhouse Active
SCV-7
0.0%
0.1%
20.9%
79.0%
4/24/19 11:00
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
20.3%
79.6%
4/23/19 10:30
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
20.7%
79.2%
4/23/19 10:32
Baseball Fields Parking Lot
SD-03
0.0%
0.1%
20.7%
79.2%
4/23/19 10:34
Baseball Fields Parking Lot
SD-04
0.0%
0.1%
20.6%
79.3%
4/23/19 12:34
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
81.3%
4/23/19 12:30
Baseball Fields Parking Lot
SD-06
0.1%
0.1%
81.0%
4/24/19 11:10
Soccer Fields Parking Lot
SD-07
0.0%
0.1%
20.3%
79.7%
4/23/19 13:39
4/23/19 13:41
Soccer Fields Parking Lot
SD-08
0.1%
0.0%
0.0%
. 1'.
:.'.
`
83.9%
Soccer Fields Parking Lot
SD-09
0.1%
83.7%
81.3%
4/23/19 12:00
4/23/19 11:46
Soccer Field 1
SD-11
0.0%
0.0%
0.0%
Soccer Field 2
SD-12
0.0%
80.7%
80.7%
4/23/19 11:50
Soccer Field 2
SD-13
0.0%
0.0%
4/23/19 11:24
Baseball Field 4 Outfield
SD-14
0.0%
0.1%
19.6%
80.3%
4/23/19 11:21
Baseball Field 4 Outfield
SD-15
0.0%
0.1%
19.6%
80.4%
4/23/19 11:19
Baseball Field 4 Outfield
SD-16
0.0%
0.1%
19.5%
80.4%
4/23/19 10:46
Baseball Field 1 Leftfield
SD-17
0.0%
0.2%
20.4%
79.5%
4/23/19 10:49
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
20.3%
79.5%
4/23/19 10:51
Baseball Field 1 Bleachers
SD-19
0.0%
0.1%
20.2%
79.7%
4/23/19 10:53
Baseball Field 1 Rightfield
SD-20
0.0%
0.1%
20.3%
79.6%
4/23/19 11:13
Baseball Field 5 Bleachers
SD-21
0.0%
0.1%
19.7%
80.3%
4/23/19 11:11
Baseball Field 5 Bleachers
SD-22
0.0%
0.1%
19.7%
80.3%
4/23/19 11:14
Baseball Field 4 Leftfield
SD-23
0.0%
0.1%
19.7%
80.3%
4/23/19 11:09
Baseball Field 4 Bleachers
SD-24
0.0%
0.1%
19.6%
80.3%
4/23/19 11:02
Baseball Field 4 Bleachers
SD-25
0.0%
0.1%
19.7%
80.2%
4/23/19 11:05
Baseball Field 4 Rightfield
SD-26
0.0%
0.1%
19.9%
80.0%
4/23/19 11:00
Baseball Field 3 Bleachers
SD-27
0.0%
0.1%
19.9%
80.1%
4/23/19 10:39
Baseball Field 3 Bleachers
SD-28
0.0%
0.1%
20.4%
79.5%
4/23/19 10:41
Baseball Field 2 Bleachers
SD-29
0.0%
0.1%
20.4%
79.5%
4/23/19 10:43
Baseball Field 2 Bleachers
SD-30
0.0%
0.1%
20.4%
79.5%
4/24/19 11:20
Golf Course Parking Lot
SD-31
0.0%
0.1%
20.4%
79.6%
4/24/19 14:27
Maintenance Building
SD-32
0.0%
0.1%
20.3%
79.6%
4/23/19 17:56
South Tryon St (HWY 49)
SD-33
0.0%
0.0%
20.0%
79.9%
4/23/19 17:55
South Tryon St (HWY 49)
SD-34
0.0%
0.0%
20.0%
79.9%
4/23/19 17:54
South Tryon St (HWY 49)
SD-35
0.0%
0.1%
19.9%
80.0%
4/23/19 17:51
South Tryon St (HWY 49)
SD-36
0.0%
0.1%
19.9%
80.0%
4/23/19 17:49
South Tryon St (HWY 49)
SD-37
0.0%
0.1%
19.6%
80.3%
4/23/19 17:47
South Tryon St (HWY 49)
SD-38
0.0%
0.1%
19.5%
80.4%
4/24/19 11:14
Tyvola Road
SD-39
0.0%
0.1%
20.3%
79.6%
4/23/19 11:41
Soccer Field 3
SD-40
0.0%
0.0%
80.6%
4/23/19 11:39
Soccer Field 3
SD-41
0.0%
0.0%
80.5%
4/23/19 11:37
Soccer Field 4
SD-42
0.0%
0.0%
19.5%
80.4%
4/23/19 11:35
Soccer Field 4
SD-43
0.0%
0.1%
19.5%
80.4%
4/22/19 15:45
NE Boundary Active
SU-01
0.0%
0.2%
19.7%
80.1%
4/24/19 9:40
NE Boundary Active
SU-02
0.0%
0.2%
20.4%
79.3%
4/24/19 9:00
INE Boundary Active
SU-03R
0.0%
0.2%
21.0%
78.8%
CAR200048 Page 110 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/24/19 8:45
NE Boundary Active
SU-05
0.0%
0.3%
21.1%
78.6%
4/24/19 9:15
NE Boundary Active
SU-06
0.0%
0.2%
21.1%
78.7%
4/24/19 9:26
NE Boundary Active
SU-07
0.0%
0.3%
20.7%
79.0%
4/24/19 9:50
NE Boundary Active
SU-08
0.0%
0.1%
20.2%
79.6%
4/24/19 10:00
NE Boundary Active
SU-09
0.0%
0.2%
19.9%
80.0%
4/22/19 16:05
NE Boundary Active
SU-10
0.0%
0.0%
80.6%
4/22/19 15:35
NE Boundary Active
SU-11
0.0%
0.1%
19.7%
80.1%
4/23/19 9:45
Northern Boundary
Tunnel
0.0%
0.1%
21.5%
78.3%
4/22/19 17:21
NE Boundary Passive
VMP-1
0.0%
0.0%
21.2%
78.7%
4/22/19 17:27
NE Boundary Passive
VMP-2
0.0%
0.0%
21.3%
78.6%
4/22/19 17:38
NE Boundary Passive
VMP-3
0.0%
0.1%
21.5%
78.4%
4/22/19 18:03
NE Boundary Passive
VMP-413
0.0%
1.3%
80.7%
4/22/19 18:07
NE Boundary Passive
VMP-4S
0.0%
0.1%
21.0%
78.9%
4/22/19 18:14
NE Boundary Passive
VMP-513
0.0%
1.2%
19.9%
78.9%
4/22/19 18:10
NE Boundary Passive
VMP-5S
0.0%
0.2%
20.9%
78.8%
4/22/19 17:45
NE Boundary Passive
VMP-613
0.0%
0.1%
21.6%
78.4%
4/22/19 17:47
NE Boundary Passive
VMP-6S
0.0%
1.3%
80.4%
4/22/19 17:51
NE Boundary Passive
VMP-713
0.0%
0.2%
20.9%
78.8%
4/22/19 17:54
NE Boundary Passive
VMP-7S
0.0%
0.2%
21.5%
78.3%
4/22/19 18:50
NE Boundary Passive
VMP-813
0.0%
77.7%
4/22/19 18:54
NE Boundary Passive
VMP-8S
0.0%
0.1%
21.3%
78.6%
7/25/19 14:15
NE Boundary Active
NW System
0.0%
0.1%
20.2%
79.7%
7/25/19 17:13
NE Boundary Active
PC-01
4.2%
74.2%
7/25/19 17:15
NE Boundary Active
PC-02
2.0%
..'.
77.5%
7/25/19 17:22
NE Boundary Active
PC-03
2.1 %
77.0%
7/25/19 10:53
NE Boundary Active
PC-05
.'
45.7%
7/25/19 11:04
NE Boundary Active
PC-06
PC-07
PC-08
0.0%
1.1 %
21.0%
71.9%
7/25/19 11:10
NE Boundary Active
72.5%
77.9%
7/25/19 11:15
NE Boundary Active
7/25/19 11:19
NE Boundary Active
PC-09
0.6%
20.9%
77.1%
7/25/19 10:30
NE Boundary Active
PC-10
71.9%
7/25/19 11:23
NE Boundary Active
PC-11
1.4%
20.9%
76.1%
7/25/19 11:29
NE Boundary Active
PC-12
2.0%
20.1 %
75.7%
7/25/19 11:44
NE Boundary Active
PC-13
0.0%
20.8%
79.2%
7/25/19 11:49
NE Boundary Active
PC-14
%
78.2%7/25/19
11:54
NE Boundary Active
PC-15
PC-16
PC-17
PC-18
PC-19
j00%
%
0.8%
0.0%
J1'�
o.Mli
19.7%
20.2%
21.6%
46.7%
77.9%
70.3%
77.7%
7/25/19 12:00
NE Boundary Active
7/25/19 12:20
7/25/19 12:23
NE Boundary Active
NE Boundary Active
NE Boundary Active
7/25/19 12:27
78.4%
7/25/19 12:31
NE Boundary Active
PC-20
0.0%
0.114
21.5%
78.5%
7/25/19 12:36
NE Boundary Active
PC-21
0.0%
1.31I�
19.8%
78.9%
7/25/19 12:38
NE Boundary Active
PC-22
0.3%
79.4%
7/25/19 12:40
NE Boundary Active
PC-23
0.0%
0.41"
21.4%
78.2%
7/25/19 12:45
NE Boundary Active
PC-24
0.0%
0.491
21.4%
78.2%
7/25/19 12:49
NE Boundary Active
PC-25
0.0%
79.1%
7/25/19 12:52
NE Boundary Active
PC-26
0.0%
1 0.7%
19.6%
79.6%
7/23/19 9:13
NE Boundary Active
NE S stem
0.6%
0.7%
22.3%
76.5%
7/25/19 14:34
NE Boundary Active
SU-11
0.0%
0.1%
20.3%
79.6%
7/25/19 15:04
NE Boundary Active
SU-01
0.0%
0.0%
20.5%
79.5%
7/25/19 15:25
NE Boundary Active
SU-10
0.0%
0.0%
20.3%
79.7%
7/25/19 16:52
NE Boundary Passive
DP-6
1 0.0%
0.0%
20.9%
79.1%
CAR200048 Page 111 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
7/24/19 12:40
NE Boundary Passive
VMP-1
0.0%
0.0%
21.3%
78.7%
7/24/19 12:37
NE Boundary Passive
VMP-2
0.0%
0.0%
21.2%
78.8%
7/24/19 12:30
NE Boundary Passive
VMP-3
0.0%
0.0%
21.1%
78.9%
7/24/19 11:40
NE Boundary Passive
VMP-613
0.0%
0.0%
21.0%
79.0%
7/24/19 11:35
NE Boundary Passive
VMP-6S
0.0%
1.3%
79.3%
7/24/19 11:25
NE Boundary Passive
VMP-713
0.0%
0.3%
82.2%
7/24/19 11:23
NE Boundary Passive
VMP-7S
0.0%
0.0%
19.6%
80.8%
7/29/19 12:26
NE Boundary Passive
GP-6
0.0%
0.0%
21.1%
79.0%
7/24/19 10:40
NE Boundary Passive
VMP-4D
0.0%
0.0%
20.4%
79.6%
7/24/19 10:52
NE Boundary Passive
VMP-4S
0.0%
0.1%
20.30/c
79.7%
7/24/19 11:51
NE Boundary Passive
VMP-5S
0.0%
0.1%
20.8%
79.1%
7/24/19 11:48
NE Boundary Passive
VMP-513
0.0%
0.0%
21.2%
78.9%
7/24/19 15:30
NE Boundary Offsite
S-1
0.0%
0.3%
20.5%
79.4%
7/24/19 15:32
NE Boundary Offsite
S-2
0.0%
0.0%
20.5%
79.2%
7/24/19 15:33
NE Boundary Offsite
BP-8
0.0%
0.0170
0.0%
7/24/19 15:35
NE Boundary Offsite
S-4
0.0%
0.1%
20.4%
79.4%
7/24/19 15:44
NE Boundary Offsite
S-3
0.0%
0.0%
20.8%
79.2%
7/24/19 16:09
NE Boundary Passive
VMP-813
0.0%
0.0%
20.2%
79.8%
7/24/19 16:11
NE Boundary Passive
VMP-8S
0.0%
0.2%
20.4%
79.5%
7/24/19 16:22
NE Boundary Offsite
BP-3
0.0%
0.1%
1 20.6%
1 79.3%
7/24/19 14:35
NE Boundary Offsite
BP-5
0.0%
0.9%
19.9%
1 79.2%
7/24/19 14:45
NE Boundary Offsite
S-5
0.0%
79.3%
7/24/19 14:59
NE Boundary Offsite
BP-6
0.0%
0.9170
81.2%
7/24/19 15:04
NE Boundary Offsite
BP-7
0.0%
0.3%
19.7%
80.0%
7/24/19 15:12
NE Boundary Offsite
S-6
0.0%
0.6%
80.4%
7/24/19 15:19
NE Boundary Offsite
S-7
0.0%
0.0%
20.8%
79.2%
7/23/19 14:24
NE Boundary Passive
MP-16
0.0%
1 0.0%
21.2%
78.8%
7/23/19 14:30
NE Boundary Passive
MP-15
0.0%
0.0%
21.4%
78.6%
7/23/19 14:34
NE Boundary Passive
MP-14
0.0%
0.0%
21.0%
1 78.8%
7/26/19 17:25
Northern Boundary
Tunnel
0.0%
0.0%
21.6%
78.4%
7/26/19 17:29
7/26/19 17:33
7/26/19 17:37
Northern Boundary
Northern Boundary
Northern Boundary
45
44
43
0.0%
0.0%
1.6%
1 1'
.'.
80.8%
83.2%
76.0%
7/26/19 17:42
Northern Boundary
42
0.8%
.'
Raw•1
".
77.6%
77.7%
79.1%
7/26/19 17:46
7/26/19 17:52
Northern Boundary
Northern Boundary
41
40
0.0%
0.0%
7/29/19 9:30
Baseball Fields Parking Lot
SD-02
0.0%
().1%
20.3%
79.6%
7/29/19 9:32
Baseball Fields Parking Lot
SD-03
0.0%
0.2%
20.3%
79.4%
7/29/19 9:34
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
20.6%
79.4%
7/29/19 10:19
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.8%
79.2%
7/29/19 10:21
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
20.8%
79.2%
7/29/19 10:24
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
20.9%
79.1%
7/29/19 9:42
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
20.8%
79.2%
7/29/19 9:45
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
20.7%
79.2%
7/29/19 9:49
Baseball Field 1 Bleachers
SD-19
0.0%
0.0%
20.7%
79.3%
7/29/19 9:55
Baseball Field 1 Rightfield
SD-20
0.0%
0.0%
20.6%
79.4%
7/29/19 10:21
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
20.8%
79.2%
7/29/19 10:10
Baseball Field 4 Bleachers
SD-25
0.0%
0.1%
20.4%
79.5%
7/29/19 10:14
Baseball Field 4 Rightfield
SD-26
0.0%
0.0%
20.5%
79.5%
7/29/19 10:07
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
20.5%
79.5%
7/29/19 10:02
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
20.5%
79.5%
7/29/19 9:57
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
20.5%
79.5%
7/29/19 10:05
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
20.5%
79.4%
7/29/19 10:31
Baseball Field 4 Outfield
SD-16
1 0.0%
0.0%
21.0%
78.9%
7/29/19 10:33
Baseball Field 4 Outfield
SD-15
1 0.0%
1 0.0%
21.2%
78.9%
CAR200048 Page 112 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
7/29/19 10:39
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
21.0%
79.0%
7/29/19 11:48
Soccer Field 4
SD-43
0.0%
0.0%
21.2%
78.8%
7/29/19 11:43
Soccer Field 4
SD-42
0.0%
0.0%
21.3%
78.7%
7/29/19 11:30
Soccer Field 3
SD-41
0.0%
0.0%
21.2%
78.8%
7/29/19 11:26
Soccer Field 3
SD-40
0.0%
0.0%
21.1%
78.9%
7/29/19 11:23
Soccer Field 2
SD-12
0.0%
0.0%
21.1%
78.9%
7/29/19 11:20
Soccer Field 2
SD-13
0.0%
0.0%
21.0%
79.0%
7/29/19 10:45
Soccer Field 1
SD-11
0.0%
0.0%
20.9%
79.1%
7/29/19 9:24
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
20.0%
80.0%
7/29/19 9:12
Baseball Fields Parking Lot
SD-05
0.0%
0.1%
1 20.4%
1 79.6%
7/26/19 9:09
NE Boundary Passive
MP-20
0.0%
0.1%
20.4%
79.6%
7/26/19 9:09
NE Boundary Passive
MP-31
MP-32
0.0%
0.0%
21.5%
31.117c
78.5%
7/26/19 17:08
NE Boundary Passive
7/29/19 9:05
Soccer Fields Parking Lot
SD-08
0.0%
0.2%
20.5%
79.3%
7/29/19 9:00
Soccer Fields Parking Lot
SD-09
0.0%
0.1%
20.7%
79.1%
7/29/19 11:05
Soccer Field 1
SD-10
0.0%
1 0.0%
20.5%
79.2%
7/26/19 11:22
7/26/19 16:17
South Tryon St (HWY 49)
Leatherman Golf (Offsite)
05
P-4
0.0%
, .
0',
',
0.0%
".
1 ".
.',
20.7%
78.8%
74.7%
79.8%
80.0%
7/26/19 16:26
7/26/19 16:39
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
P-3
P-2
0.0%
0.0%
0.0%
7/26/19 16:44
Leatherman Golf (Offsite)
P-1
80.3%
79.3%
7/29/19 15:52
Leatherman Golf (Offsite)
LGFD-01
0.0%
7/29/19 15:55
Leatherman Golf (Offsite)
LGFD-02
0.0%
0.2%
20.4%
79.4%
7/26/19 10:05
South Tryon St (HWY 49)
30
0.0%
0.2%
21.1%
78.6%
7/26/19 9:57
South Tryon St (HWY 49)
29
0.0%
0.1%
21.2%
78.9%
78.8%
7/26/19 9:50
South Tryon St (HWY 49)
28
0.0%
7/26/19 10:15
South Tryon St (HWY 49)
27
0.3%
",
82.1%
7/26/19 10:21
South Tryon St (HWY 49)
RW-g
RW-C
RW-D
0.0%
3.3%
.',
1',
0.4%
21.417(
79.4%
73.6%
78.2%
7/26/19 10:25
South Tryon St (HWY 49)
7/26/19 10:28
South Tryon St (HWY 49)
0.0%
7/26/19 10:33
7/26/19 10:40
South Tryon St (HWY 49)
South Tryon St (HWY 49)
25
24
0.0%
: 1',
1',
79.7%
31.4%
7/26/19 10:44
South Tryon St (HWY 49)
23
22
21
11
10
0.0%
1
`
0.8%
1.6%
"
",
0.0%
",
1'.
'
1 •,
20.7%
80.8%
7/26/19 9:39
South Tryon St (HWY 49)
55.3%
31.1%
77.1%
7/26/19 10:50
7/26/19 10:59
South Tryon St (HWY 49)
South Tryon St (HWY 49)
7/26/19 11:09
South Tryon St (HWY 49)
76.8%
78.5%
79.3%
78.8%
7/26/19 11:27
South Tryon St (HWY 49)
04
0.0%
7/26/19 11:17
7/26/19 11:29
7/26/19 11:53
South Tryon St (HWY 49)
South Tryon St (HWY 49)
06
03
02
0.0%
0.0%
0.0%
South Tryon St (HWY 49)
77.5%
79.3%
7/26/19 15:11
South Tryon St (HWY 49)
SD-38
0.0%
7/29/19 15:15
South Tryon St (HWY 49)
SD-37
0.0%
0.0%
20.7%
79.3%
7/29/19 15:17
South Tryon St (HWY 49)
SD-36
0.0%
0.0%
20.7%
79.3%
7/29/19 15:19
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
20.6%
79.4%
7/29/19 15:22
South Tryon St (HWY 49)
SD-34
0.0%
0.0%
20.5%
79.4%
7/29/19 15:24
South Tryon St (HWY 49)
SD-33
0.0%
0.0%
20.6%
79.4%
7/25/19 11:00
NE Boundary Active
SU-05
0.0%
0.1%
21.1%
78.8%
7/25/19 0:00
NE Boundary Active
SU-03R
0.0%
0.0%
20.7%
79.3%
7/25/19 10:09
NE Boundary Active
SU-06
0.0%
0.3%
20.2%
77.2%
7/25/19 11:34
NE Boundary Active
SU-07
0.0%
0.4%
20.4%
79.2%
7/25/19 12:10
NE Boundary Active
SU-02
0.0%
0.2%
20.9%
78.9%
7/25/19 0:00
NE Boundary Active
SU-08
0.0%
0.0%
20.7%
79.3%
7/25/19 15:40
NE Boundary Active
SU-09
0.0%
0.2%
20.0%
79.8%
7/29/19 9:29
1 Baseball Fields Parking Lot
SD-01
0.0%
1 0.1%
20.3%
79.6%
CAR200048 Page 113 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
7/29/19 9:08
Soccer Fields Parking Lot
SD-07
0.0%
0.1%
20.5%
79.4%
7/29/19 14:57
Tyvola Road
SD-39
0.0%
0.0%
20.8%
79.2%
7/29/19 14:50
Golf Course Parking Lot
SD-31
0.0%
0.0%
21.0%
79.0%
7/26/19 13:00
Clubhouse Passive
CH System
0.0%
0.1%
21.5%
78.4%
7/26/19 13:13
Clubhouse Active
SCV-7
0.0%
0.0%
20.8%
79.2%
7/26/19 13:18
Clubhouse Active
SCV-6
0.0%
0.1%
20.8%
79.1%
7/26/19 13:22
Clubhouse Active
SCV-5
0.0%
0.1%
20.8%
79.1%
7/26/19 13:25
Clubhouse Active
SCV-4
0.0%
0.0%
20.9%
79.0%
7/26/19 13:27
Clubhouse Active
SCV-3
0.0%
0.1%
20.9%
79.0%
7/26/19 13:30
Clubhouse Active
SCV-2
0.0%
0.0%
21.1%
78.9%
7/26/19 13:33
Clubhouse Active
SCV-1
0.0%
0.4%
20.6%
78.9%
7/23/19 15:02
Clubhouse Passive
CHFD-03
0.0%
0.0%
20.9%
79.1%
7/23/19 15:04
Clubhouse Passive
CHFD-05
0.0%
0.0%
20.9%
79.1%
7/23/19 15:07
Clubhouse Passive
CHFD-02
0.0%
0.0%
20.9%
79.1%
7/23/19 15:00
Clubhouse Passive
CHFD-01
0.0%
0.0%
1 20.9%
79.1%
7/23/19 15:10
Clubhouse Passive
CHFD-04
0.0%
0.0%
20.8%
1 79.2%
7/29/19 15:01
Maintenance Building
SD-32
0.0%
0.0%
20.5%
79.5%
7/26/19 11:39
Maintenance Building
BP-9
0.0%
1.2%
19.9%
79.7%
78.9%
7/26/19 14:35
Western Boundary
32
0.0%
7/26/19 14:42
7/26/19 14:47
Western Boundary
Western Boundary
33
34
0.0%
0.0%
0.6%
: '
20.6%
79.2%
78.7%
7/26/19 14:58
Western Boundary
35
0.0%
•
79.1%
7/26/19 14:05
Western Boundary
31
0.0%
19.8%
78.8%
7/26/19 15:33
Northern Boundary
46
0.0%
20.0%
78.4%
7/26/19 15:40
Northern Boundary
47
0.0%
0.5%
21.0%
78.5%
7/25/19 16:58
NE Boundary Passive
MP-48
0.0%
0.1%
20.7%
79.2%
7/25/19 16:57
NE Boundary Passive
GP-8
0.0%
0.2%
20.5%
79.3%
7/26/19 14:25
Western Boundary
DMW-05
0.0%
0.2%
21.1%
78.7%
7/25/19 16:48
NE Boundary Passive
DP-5
0.0%
0.0%
20.8%
79.1%
9/30/19 12:34
South Tryon St (HWY 49)
02
0.0%
6
.'.
' .'.
',
",
0.1%
1',
1 ',
".
20.5%
79.1%
78.7%
79.8%
79.8%
79.8%
71.9%
76.5%
62.7%
25.4%
79.5%
9/30/19 12:40
9/30/19 12:45
9/30/19 12:57
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
3
04
5
06
10
11
21
22
0.0%
0.0%
0.0%
0.0%
0.6%
A•'
9/30/19 12:52
South Tryon St (HWY 49)
10/1/19 15:30
10/1/19 16:50
10/1/19 15:38
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
10/1/19 15:43
South Tryon St (HWY 49)
10/1/19 15:50
South Tryon St (HWY 49)
23
0.0%
10/1/19 15:55
10/1/19 16:00
South Tryon St (HWY 49)
South Tryon St (HWY 49)
24
25
0.0%
. .
1.0%
0.0%
20.5%
65.4%
80.8%
79.6%
10/1/19 16:14
South Tryon St (HWY 49)
27
0.0%
10/1/19 16:19
South Tryon St (HWY 49)
28
0.0%
0.1%
20.2%
79.6%
10/1/19 16:23
South Tryon St (HWY 49)
29
0.0%
79.5%
10/1/19 16:26
South Tryon St (HWY 49)
30
0.0%
0.3%
20.3%
79.4%
9/30/19 15:39
Western Boundary
31
0.0%
0.8%
20.6%
78.7%
9/30/19 15:51
Western Boundary
32
0.0%
1.2%
19.6%
79.1%
9/30/19 15:57
Western Boundary
33
0.0%
79.1%
9/30/19 16:02
Western Boundary
34
0.0%
20.0%
78.5%
9/30/19 16:10
Western Boundary
35
0.0%
1.1 %
.'�'.
:.'.
: 1',
79.5%
79.2%
79.0%
78.2%
79.4%
80.0%
10/1/19 15:00
10/1/19 14:57
10/4/1912:47
Northern Boundary
Northern Boundary
Northern Boundary
40
41
42
0.0%
0.0%
0.7%
10/1/19 14:50
Northern Boundary
43
1 0.8%
10/1/19 14:36
Northern Boundary
44
0.0%
CAR200048 Page 114 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
10/1/19 14:30
Northern Boundary
45
0.0%
79.3%
9/30/19 12:10
Northern Boundary
46
0.0%
0.1%
20.9%
79.0%
9/30/19 12:18
Northern Boundary
47
0.0%
0.4%
20.6%
79.0%
10/1/19 11:53
NE Boundary Offsite
BP-3
0.0%
0.2%
20.4%
79.4%
10/1/19 10:30
NE Boundary Offsite
BP-5
0.0%
MAI:.',
1.2%
0.1%
:.'.
20.9%
79.0%
79.7%
79.9%
80.2%
10/1/19 10:41
NE Boundary Offsite
BP-6
0.0%
10/1/19 10:47
10/1/19 12:04
NE Boundary Offsite
NE Boundary Offsite
BP-7
BP-8
0.0%
0.0%
0.0%
9/30/19 13:14
Maintenance Building
BP-9
78.4%
79.0%
9/30/19 11:07
Clubhouse Passive
CH System
0.0%
9/30/19 11:51
Clubhouse Passive
CHFD-01
0.0%
0.1%
20.9%
79.0%
9/30/19 11:53
Clubhouse Passive
CHFD-02
0.0%
0.1%
20.9%
79.0%
9/30/19 11:59
Clubhouse Passive
CHFD-03
0.0%
0.0%
20.9%
79.0%
9/30/19 11:56
Clubhouse Passive
CHFD-04
0.0%
0.0%
20.9%
79.0%
9/30/19 11:09
Clubhouse Passive
CHFD-05
0.0%
0.1%
20.9%
79.0%
10/2/19 10:15
NE Boundary Passive
DP-6
0.0%
0.0%
1 21.1%
1 78.9%
11/l/19 15:27
NE Boundary Passive
EW-2
21.8%
11/1/19 15:43
10/2/19 11:30
NE Boundary Passive
NE Boundary Passive
EW-3
QP-6
0.0%
' '
0.3%
20.4%
22.9%
79.3%
10/2/19 10:38
NE Boundary Passive
GP-8
0.0%
0.0%
20.6%
79.4%
10/2/19 13:10
Leatherman Golf (Offsite)
LGFD-01
0.0%
0.0%
20.9%
79.2%
10/2/19 13:13
Leatherman Golf (Offsite)
LGFD-02
0.0%
0.0%
20.8%
79.1%
10/2/19 12:08
NE Boundary Passive
MP-14
0.0%
1.2%
19.5%
1 79.1%
10/2/19 12:14
NE Boundary Passive
MP-15
0.0%
0.3%
1 20.8%
79.1%
10/18/19 16:12
NE Boundary Passive
MP-16
0.0%
78.7%
10/2/19 11:20
NE Boundary Passive
MP-20
0.0%
0.0%
20.7%
79.2%
10/2/19 11:24
10/2/19 10:20
NE Boundary Passive
NE Boundary Passive
MP-31
MP-32
0.0%
0.1%
20.8%
61.9%
79.2%
10/18/19 15:21
NE Boundary Passive
MP-48
0.0%
0.1%
20.4%
79.5%
10/1/19 9:11
NE Boundary Active
NE System
0.0%
0.2%
20.6%
79.2%
10/18/19 15:10
NE Boundary Active
NW System
0.7%
1',
78.5%
10/2/19 13:49
Leatherman Golf (Offsite)
P-1
0.0%
79.3%
10/2/19 13:45
Leatherman Golf (Offsite)
P-2
0.0%
80.1%
80.0%
76.5%
10/2/19 13:38
Leatherman Golf (Offsite)
P-3
0.0%
10/l/19 12:24
NE Boundary Active
PC-01
2.0%
10/1/19 12:30
NE Boundary Active
NE Boundary Active
PC-02
1.3%
0.6%
0.317c
19.617(
78.317c
79.9%
80.4%
10/1/19 12:40
PC-03
10/1/19 12:51
NE Boundary Active
PC-05
0.0%
0.0%
10/l/19 12:58
NE Boundary Active
PC-06
2.4%
".
77.5%
10/1/19 13:06
10/1/19 13:15
NE Boundary Active
NE Boundary Active
PC-07
PC-08
3.7%
0.5%
1.2%c
19.617(
76.3%
79.2%
77.1%
10/2/19 8:00
NE Boundary Active
PC-09
1.6%
10/2/19 8:15
NE Boundary Active
PC-10
3.9%
74.0%
10/2/19 8:22
NE Boundary Active
PC-11
1.2%
1
77.7%
10/2/19 8:29
NE Boundary Active
PC-12
0.7%
0.2%
20.1%
78.9%
10/2/19 8:36
NE Boundary Active
PC-13
0.5%
0.1%
19.7%
79.5%
10/2/19 8:45
NE Boundary Active
PC-14
1.7%
77.9%
10/2/19 8:53
NE Boundary Active
PC-15
PC-16
0.0%
0.1%
20.1%
37.8%
79.8%
10/2/19 9:00
NE Boundary Active
10/2/19 9:10
NE Boundary Active
PC-17
PC-18
0.8%
1.1%
19.5%
70.2%
78.5%
10/2/19 9:17
NE Boundary Active
10/2/19 9:25
NE Boundary Active
PC-19
0.0%
0.2%
20.3%
79.5%
10/2/19 9:50
NE Boundary Active
PC-20
0.0%
0.1%
20.9%
79.1%
10/2/19 10:00
NE Boundary Active
PC-21
0.0%
1 0.0%
1 21.0%
1 79.0%
10/1/19 9:56
NE Boundary Active
PC-22
0.3%
80.0%
CAR200048 Page 115 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
co,
OZ
Balance
10/1/19 9:50
NE Boundary Active
PC-23
0.0%
0.5%
19.5%
80.0%
10/1/19 9:35
NE Boundary Active
PC-24
0.0%
1.1 %
79.7%
10/1/19 9:29
10/1/19 9:23
10/l/19 16:06
NE Boundary Active
NE Boundary Active
South Tryon St (HWY 49)
PC-25
PC-26
RW-B
0.0%
0.0%
0.0%
0.6%
20.2%
78.0%
79.7%
79.4%
10/1/19 16:09
South Tryon St (HWY 49)
RW-C
0.0%
0.2%
20.4%
79.4%
10/1/19 16:11
South Tryon St (HWY 49)
RW-D
0.0%
79.4%
10/1/19 11:18
10/l/19 l 1:26
NE Boundary Offsite
NE Boundary Offsite
S-1
S-2
0.0%
0.0%
0.9",
0.014
:.'.
20.9-/,
82.1%
80.4%
79.1%
10/1/19 11:39
NE Boundary Offsite
S-3
0.0%
10/1/19 11:30
NE Boundary Offsite
S-4
0.0%
0. I
20.9%
79.1%
10/1/19 10:36
10/4/19 12:13
NE Boundary Offsite
NE Boundary Offsite
S-5
S-6
0.0%
0.0%
80.2%
80.5%
10/1/19 11:05
NE Boundary Offsite
S-7
0.0%
0.2%
20.5%
81.2%
79.1%
9/30/19 11:45
Clubhouse Active
SCV-1
0.0%
9/30/19 11:38
Clubhouse Active
SCV-2
0.0%
0.1%
20.8%
79.1%
9/30/19 l 1:34
Clubhouse Active
SCV-3
0.0%
0.1%
20.7%
79.1%
9/30/19 11:32
Clubhouse Active
SCV-4
0.0%
0.1%
20.7%
79.1%
9/30/19 11:28
Clubhouse Active
SCV-5
0.1%
0.2%
20.6%
79.2%
9/30/19 11:24
Clubhouse Active
SCV-6
0.1%
0.1%
20.7%
79.1%
9/30/19 l 1:20
Clubhouse Active
SCV-7
0.0%
0.1%
20.8%
79.1%
10/2/19 16:18
Baseball Fields Parking Lot
SD-01
0.3%
0.1%
20.9%
78.7%
10/2/19 16:17
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
21.0%
79.1%
10/2/19 16:15
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
20.9%
79.1%
10/2/19 17:00
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
21.3%
78.5%
10/2/19 16:55
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
21.0%
78.9%
10/2/19 17:20
Baseball Fields Parking Lot
SD-06
0.0%
0.0%
20.9%
79.2%
10/2/19 17:11
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
20.8%
79.1%
10/2/19 17:08
Soccer Fields Parking Lot
SD-08
0.0%
0.0%
1 20.6%
79.4%
10/2/19 17:05
Soccer Fields Parking Lot
SD-09
0.0%
0.0%
20.9%
79.1%
10/2/19 15:45
Soccer Field 1
SD-10
0.0%
0.0%
20.9%
79.1%
10/2/19 15:47
Soccer Field 1
SD-11
0.0%
0.0%
20.8%
79.2%
10/2/19 15:13
Soccer Field 2
SD-12
0.0%
0.0%
20.4%
79.6%
10/2/19 15:18
Soccer Field 2
SD-13
0.0%
0.0%
20.8%
79.1%
10/2/19 15:10
Baseball Field 4 Outfield
SD-14
0.0%
0.0%
20.7%
79.3%
10/2/19 15:08
Baseball Field 4 Outfield
SD-15
0.0%
0.0%
20.9%
79.1%
10/2/19 15:06
Baseball Field 4 Outfield
SD-16
0.0%
0.0%
20.4%
79.7%
10/2/19 16:00
Baseball Field 1 Leftfield
SD-17
0.0%
0.0%
20.7%
79.2%
10/2/19 14:44
Baseball Field 1 Bleachers
SD-18
0.0%
0.0%
20.9%
79.1%
10/2/19 14:41
Baseball Field 1 Bleachers
SD-19
0.0%
0.1%
20.7%
79.3%
10/2/19 14:42
Baseball Field 1 Rightfield
SD-20
0.0%
0.1%
20.7%
79.2%
10/2/19 14:39
Baseball Field 5 Bleachers
SD-21
0.0%
0.0%
20.9%
79.1%
10/2/19 15:03
Baseball Field 5 Bleachers
SD-22
0.0%
0.0%
20.7%
79.3%
10/2/19 15:02
Baseball Field 4 Leftfield
SD-23
0.0%
0.0%
20.7%
79.3%
10/2/19 15:01
Baseball Field 4 Bleachers
SD-24
0.0%
0.0%
20.7%
79.3%
10/2/19 14:54
Baseball Field 4 Bleachers
SD-25
0.0%
0.0%
20.8%
79.4%
10/2/19 15:00
Baseball Field 4 Rightfield
SD-26
0.0%
0.0%
20.8%
79.2%
10/2/19 14:50
Baseball Field 3 Bleachers
SD-27
0.0%
0.0%
20.9%
79.1%
10/2/19 14:49
Baseball Field 3 Bleachers
SD-28
0.0%
0.0%
20.9%
79.1%
10/2/19 14:47
Baseball Field 2 Bleachers
SD-29
0.0%
0.0%
21.0%
79.1%
10/2/19 14:45
Baseball Field 2 Bleachers
SD-30
0.0%
0.0%
21.0%
79.0%
10/2/19 14:44
Golf Course Parking Lot
SD-31
0.0%
0.0%
20.8%
79.3%
9/30/19 13:10
Maintenance Building
SD-32
0.0%
0.0%
20.1%
79.9%
10/2/19 16:27
South Tryon St (HWY 49)
SD-33
0.0%
1 0.1%
20.5%
79.4%
10/2/19 16:28
1 South Tryon St (HWY 49)
SD-34
1 0.0%
1 0.0%
1 20.5%
79.5%
CAR200048 Page 116 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/2/19 16:30
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
20.5%
79.5%
10/2/19 16:33
South Tryon St (HWY 49)
SD-36
0.0%
0.0%
20.4%
79.6%
10/2/19 16:37
South Tryon St (HWY 49)
SD-37
0.0%
0.0%
20.4%
79.6%
10/2/19 16:40
South Tryon St (HWY 49)
SD-38
0.0%
0.0%
20.5%
79.4%
10/2/19 17:30
Tyvola Road
SD-39
0.0%
0.0%
20.8%
79.1%
10/2/19 15:23
Soccer Field 3
SD-40
0.0%
0.0%
20.4%
79.6%
10/2/19 15:28
Soccer Field 3
SD-41
0.0%
0.0%
20.6%
79.4%
10/2/19 15:37
Soccer Field 4
SD-42
0.0%
0.0%
20.9%
79.3%
10/2/19 15:34
Soccer Field 4
SD-43
0.0%
0.0%
20.6%
79.4%
9/30/19 17:21
NE Boundary Active
SU-01
0.0%
0.0%
20.8%
79.2%
9/30/19 9:30
NE Boundary Active
SU-02
0.0%
0.2%
20.6%
79.2%
9/30/19 17:50
NE Boundary Active
SU-03R
0.0%
0.1%
21.2%
78.8%
9/30/19 8:30
NE Boundary Active
SU-05
0.0%
0.2%
20.7%
79.0%
9/30/19 8:52
NE Boundary Active
SU-06
0.0%
0.2%
20.4%
79.4%
9/30/19 9:15
NE Boundary Active
SU-07
0.0%
0.3%
20.4%
79.2%
9/30/19 9:46
NE Boundary Active
SU-08
0.0%
0.1%
20.8%
79.1%
9/30/19 10:06
NE Boundary Active
SU-09
0.0%
0.2%
20.8%
79.0%
9/30/19 17:10
NE Boundary Active
SU-10
0.0%
0.0%
20.9%
79.1%
9/30/19 17:35
NE Boundary Active
SU-11
0.0%
0.2%
20.7%
79.0%
10/1/19 14:28
Northern Boundary
Tunnel
0.0%
0.0%
1 20.9%
79.2%
10/1/19 13:56
NE Boundary Passive
VMP-1
0.0%
0.0%
20.7%
1 79.3%
10/1/19 13:50
NE Boundary Passive
VMP-2
0.0%
0.0%
20.9%
79.5%
10/1/19 13:35
NE Boundary Passive
VMP-3
0.0%
0.0%
20.4%
79.0%
10/2/19 10:54
NE Boundary Passive
VMP-413
0.0%
1.3%
80.417c
10/2/19 10:52
NE Boundary Passive
VMP-4S
0.0%
0.8%
20.1%
79.1%
10/2/19 11:08
NE Boundary Passive
VMP-513
0.0%
0.1%
20.5%
79.5%
10/2/19 11:13
NE Boundary Passive
VMP-5S
0.0%
0.9%
19.5%
79.5%
10/2/19 10:31
NE Boundary Passive
VMP-613
0.0%
0.3%
20.5%
79.2%
10/2/19 10:30
NE Boundary Passive
VMP-6S
0.0%
78.4%
10/2/19 10:38
NE Boundary Passive
VMP-713
0.0%
0.5%
81.4%
10/2/19 10:42
NE Boundary Passive
VMP-7S
0.0%
83.9%
10/1/19 11:44
NE Boundary Passive
VMP-813
0.0%
0.0%
1.1%
:.'.
78.6%
10/1/19 11:46
NE Boundary Passive
VMP-8S
79.8%
10/4/19 10:20
NE Boundary Passive
VMP-06S
0.0%
78.4%
10/4/19 10:26
NE Boundary Passive
VMP-06D
0.0%
0.1%
20.8%
79.1%
10/4/19 10:36
NE Boundary Passive
VMP-07S
0.0%
0.8%
81.7%
10/4/19 10:32
NE Boundary Passive
VMP-07D
0.0%
0.1%
20.7%
79.2%
10/4/19 12:30
NE Boundary Passive
VMP-08S
0.0%
0.1%
20.8%
79.1%
10/4/19 12:27
NE Boundary Passive
VMP-08D
0.0%
0.2%
20.8%
79.0%
10/4/19 9:58
NE Boundary Active
SU-7
0.0%
0.4%
20.3%
1 79.3%
10/4/19 10:45
NE Boundary Active
PC-13
0.4%
0.8%
19.7%
79.1%
10/4/19 12:05
NE Boundary Offsite
S-7
0.9%
0.0%
20.4%
79.2%
78.8%
10/11/19 9:40
NE Boundary Passive
VMP-06S
0.0%
10/11/19 9:36
NE Boundary Passive
VMP-06D
0.1%
0.1%
20.9%
78.9%
10/11/19 9:46
NE Boundary Passive
VMP-07S
0.0%
0.0%
82.8%
10/11/19 9:44
NE Boundary Passive
VMP-07D
0.1%
0.1%
20.1%
79.7%
10/11/19 9:07
NE Boundary Passive
VMP-08S
0.0%
0.0%
20.6%
78.7%
10/11/19 9:05
NE Boundary Passive
VMP-08D
0.1%
0.1%
21.4%
78.3%
10/11/19 9:21
NE Boundary Active
PC-13
0.1%
0.1%
21.2%
78.5%
10/11/19 8:55
NE Boundary Offsite
S-7
0.1%
80.2%
10/18/19 15:54
NE Boundary Passive
VMP-06S
0.0%
1.1%
19.9%
79.0%
10/18/19 15:57
NE Boundary Passive
VMP-06D
0.0%
0.0%
20.8%
79.2%
10/18/19 16:03
NE Boundary Passive
VMP-07S
0.0%
1.1%
81.4%
10/18/19 15:59
NE Boundary Passive
VMP-07D
0.0%
0.0%
20.5%
79.5%
10/18/19 15:19
NE Boundary Passive
VMP-08S
0.0%
1.3%
79.9%
CAR200048 Page 117 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
10/18/19 15:22
NE Boundary Passive
VMP-08D
0.0%
1.1%
19.6%
79.3%
10/18/19 15:34
NE Boundary Active
SU-7
0.0%
0.0%
20.5%
79.6%
10/18/19 15:48
NE Boundary Active
PC-13
0.0%
0.0%
20.6%
79.4%
10/18/19 13:52
NE Boundary Offsite
S-7
0.0%
79.2%
11/1/19 16:28
NE Boundary Passive
VMP-06S
0.0%
0.4%
20.8%
78.8%
11/1/19 16:30
NE Boundary Active
VMP-06D
0.0%
1.3%
20.1%
78.5%
11/1/19 16:32
NE Boundary Passive
VMP-07S
0.0%
0.1%
20.5%
79.3%
11/l/19 16:35
NE Boundary Active
VMP-07D
0.0%
0.1%
21.2%
78.7%
11/1/19 16:14
NE Boundary Passive
VMP-08S
0.0%
0.1%
21.2%
78.6%
11/1/19 16:12
NE Boundary Active
VMP-08D
0.0%
0.1%
21.3%
78.5%
11/1/19 16:40
NE Boundary Passive
SU-7
0.0%
0.1%
21.2%
78.6%
11/l/19 16:22
NE Boundary Active
PC-13
0.0%
0.0%
21.0%
78.8%
11/22/19 11:00
NE Boundary Offsite
S-7
0.0%
0.2%
21.0%
78.8%
12/18/19 14:40
NE Boundary Passive
VMP-06S
0.0%
0.5%
20.4%
79.1%
12/18/19 14:46
NE Boundary Passive
VMP-06D
0.0%
0.1%
20.9%
79.0%
12/18/19 14:52
NE Boundary Passive
VMP-07S
0.0%
0.1%
20.5%
79.4%
12/18/19 14:55
NE Boundary Passive
VMP-07D
0.0%
0.2%
20.4%
79.4%
12/18/19 14:08
NE Boundary Passive
VMP-08S
0.0%
0.2%
20.9%
78.9%
12/18/19 14:05
NE Boundary Passive
VMP-08D
0.0%
0.4%
20.8%
78.8%
12/18/19 14:27
NE Boundary Active
PC-13
0.0%
1 0.1%
20.9%
79.0%
12/18/19 13:52
NE Boundary Offsite
S-7
0.0%
0.1%
20.9%
78.9%
1/8/20 13:03
NE Boundary Active
NW System
2.5%
76.1%
1/17/20 13:10
NE Boundary Active
PC-01
.:
48.7%
1/17/20 13:16
NE Boundary Active
PC-02
60.5%
1/17/20 13:22
NE Boundary Active
PC-03
0.0%
0.3%
21.0%
78.8%
1/17/20 17:01
NE Boundary Active
PC-05
0.0%
;0.4%
0.2%
20.7%
79.1%
1/17/20 16:48
NE Boundary Active
PC-06
0.0%
0.5%
20.6%
78.9%
1/17/20 13:38
NE Boundary Active
PC-07
66.6%
1/17/20 13:47
NE Boundary Active
PC-08
0.7%
19.7%
79.0%
1/17/20 13:55
NE Boundary Active
PC-09
0.4%
0.5%
20.6%
78.5%
1/17/20 14:08
NE Boundary Active
PC-10
69.2%
1/17/20 14:24
NE Boundary Active
PC-11
2.5%
76.0%
1/17/20 14:29
NE Boundary Active
PC-12
3.0%
:.'.
76.1%
1/17/20 14:34
NE Boundary Active
PC-13
0.0%
0.2%
21.0%
78.9%
1/17/20 14:40
1/17/20 14:46
NE Boundary Active
NE Boundary Active
PC-14
PC-15
3.3%
1/17/20 14:52
NE Boundary Active
PC-16
0.0%
0.3%
21.2%
78.6%
1/17/20 14:59
NE Boundary Active
PC-17
0.0%
0.1%
20.9%
79.1%
1/17/20 15:05
NE Boundary Active
PC-18
0.0%
0.1%
20.9%
79.0%
1/17/20 15:11
NE Boundary Active
PC-19
0.0%
0.2%
20.7%
79.0%
1/17/20 15:26
NE Boundary Active
PC-20
0.0%
0.2%
20.7%
79.1%
1/17/20 15:32
NE Boundary Active
PC-21
0.0%
0.3%
20.4%
79.3%
1/17/20 15:39
NE Boundary Active
PC-22
0.0%
0.7%
19.6%
79.7%
1/17/20 15:46
NE Boundary Active
PC-23
0.0%
0.2%
20.6%
79.3%
1/17/20 15:52
NE Boundary Active
PC-24
0.0%
0.2%
20.5%
79.2%
1/17/20 15:57
NE Boundary Active
PC-25
0.0%
0.2%
20.6%
79.8%
79.2%
1/17/20 16:03
NE Boundary Active
PC-26
0.0%
1/10/20 11:40
NE Boundary Active
SU-11
0.0%
0.1%
20.5%
79.4%
1/10/20 11:30
NE Boundary Active
SU-01
0.0%
0.1%
20.6%
79.3%
1/10/20 11:11
NE Boundary Active
SU-10
0.0%
0.1%
20.7%
79.2%
1/10/20 12:10
NE Boundary Passive
DP-6
0.0%
0.1%
20.6%
79.3%
1/17/20 16:12
NE Boundary Passive
VMP-1
0.0%
0.1%
20.6%
79.3%
1/17/20 16:16
NE Boundary Passive
VMP-2
0.0%
0.1%
20.6%
79.3%
1/17/20 16:21
NE Boundary Passive
VMP-3
1 0.0%
0.1%
20.6%
79.3%
1/17/20 16:30
1NE Boundary Passive
VMP-613
1 0.0%
0.2%
20.3%
79.5%
CAR200048 Page 118 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
co,
OZ
Balance
1/17/20 16:27
NE Boundary Passive
VMP-6S
0.0%
0.1%
20.5%
79.4%
1/17/20 16:34
NE Boundary Passive
VMP-713
0.0%
0.2%
19.5%
80.3%
1/17/20 16:36
NE Boundary Passive
VMP-7S
0.0%
0.317b
80.4%
1/10/20 12:15
NE Boundary Passive
GP-6
0.0%
0.1%
20.6%
79.3%
1/17/20 16:40
NE Boundary Passive
VMP-4D
0.0%
0.9%
79.8%
1/17/20 16:44
NE Boundary Passive
VMP-4S
0.0%
1.0%
79.8%
1/17/20 16:50
NE Boundary Passive
VMP-5S
0.0%
0.8%
20.0%
79.2%
1/17/20 16:53
NE Boundary Passive
VMP-5D
0.0%
0.8%
19.7%
79.4%
1/9/20 14:00
NE Boundary Offsite
S-1
0.0%
87.6%
1/9/20 14:04
NE Boundary Offsite
S-2
0.0%
0.1%
20.9%
79.0%
1/9/20 14:09
NE Boundary Offsite
BP-8
0.0%
0.1%
20.9%
79.0%
1/9/20 14:12
NE Boundary Offsite
S-4
0.0%
0.1%
20.7%
79.2%
1/9/20 14:15
NE Boundary Offsite
S-3
0.0%
0.1%
21.0%
78.9%
1/9/20 14:20
NE Boundary Passive
VMP-813
0.0%
0.4%
20.8%
78.8%
1/9/20 14:23
NE Boundary Passive
VMP-8S
0.0%
0.2%
21.0%
78.8%
1/9/20 14:27
NE Boundary Offsite
BP-3
0.0%
0.2%
21.0%
78.8%
1/9/20 13:20
NE Boundary Offsite
BP-5
0.0%
0.7%
1 20.0%
79.2%
1/9/20 13:26
NE Boundary Offsite
S-5
0.0%
0.1%
20.6%
80.317o
81.5%
79.2%
1/9/20 13:31
1/9/20 13:38
NE Boundary Offsite
NE Boundary Offsite
BP-6
BP-7
0.0%
0.0%
1/9/20 13:44
NE Boundary Offsite
S-6
0.0%
85.6%
1/9/20 13:48
NE Boundary Offsite
S-7
0.0%
0.2%
20.4%
79.4%
1/9/20 15:47
NE Boundary Passive
MP-16
0.0%
0.1%
20.9%
79.0%
1/10/20 15:55
NE Boundary Passive
MP-15
0.0%
0.9%
20.1%
79.0%
1/9/20 15:54
NE Boundary Passive
MP-14
0.0%
0.4%
20.2%
79.4%
1/8/20 12:20
Northern Boundary
Tunnel
0.0%
0.1%
20.9%
79.1%
1/8/20 12:25
Northern Boundary
45
0.0%
79.7%
1/8/20 12:29
Northern Boundary
44
0.0%
0.1%
20.8%
79.1%
1/8/20 12:33
Northern Boundary
43
42
3.6%
37.3%
74.8%
1/8/20 12:37
Northern Boundary
1/8/20 12:44
Northern Boundary
41
0.4%
0.8%
19.6%
79.1%
1/8/20 12:48
Northern Boundary
40
0.0%
0.8%
81.2%
1/8/20 8:57
Baseball Fields Parking Lot
SD-02
0.0%
0.1%
21.0%
78.9%
1/8/20 9:00
Baseball Fields Parking Lot
SD-03
0.0%
0.1%
21.0%
78.9%
1/8/20 9:02
Baseball Fields Parking Lot
SD-04
0.0%
0.1%
21.1%
78.8%
1/8/20 9:09
Baseball Field 3 Bleachers
SD-28
0.0%
0.1%
21.2%
78.7%
1/8/20 9:06
Baseball Field 2 Bleachers
SD-29
0.0%
0.1%
21.1%
78.8%
1/8/20 9:02
Baseball Field 2 Bleachers
SD-30
0.0%
0.1%
21.1%
78.8%
1/8/20 10:28
Baseball Field 1 Leftfield
SD-17
0.0%
0.1%
20.0%
78.9%
1/8/20 10:25
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
20.9%
79.0%
1/8/20 10:23
Baseball Field 1 Bleachers
SD-19
0.0%
0.1%
20.9%
79.0%
1/8/20 10:20
Baseball Field 1 Rightfield
SD-20
0.0%
0.1%
21.3%
78.7%
1/8/20 9:15
Baseball Field 3 Bleachers
SD-27
0.0%
0.1%
21.3%
78.6%
1/8/20 9:18
Baseball Field 4 Bleachers
SD-25
0.0%
0.1%
21.3%
78.6%
1/8/20 9:21
Baseball Field 4 Rightfield
SD-26
0.0%
0.1%
21.2%
78.7%
1/8/20 9:24
Baseball Field 4 Bleachers
SD-24
0.0%
0.1%
1 21.1%
78.8%
1/8/20 10:17
Baseball Field 5 Bleachers
SD-22
0.0%
0.1%
21.1%
78.8%
1/8/20 10:15
Baseball Field 5 Bleachers
SD-21
0.0%
0.1%
21.2%
78.8%
1/8/20 9:27
Baseball Field 4 Leftfield
SD-23
0.0%
0.1%
20.9%
79.0%
1/8/20 9:33
Baseball Field 4 Outfield
SD-16
0.0%
0.1%
20.7%
79.2%
1/8/20 9:35
Baseball Field 4 Outfield
SD-15
0.0%
1 0.1%
20.7%
79.2%
1/8/20 9:39
Baseball Field 4 Outfield
SD-14
0.0%
0.1%
20.8%
79.1%
1/8/23 10:08
Soccer Field 4
SD-43
0.0%
0.1%
21.2%
78.8%
1/8/2210:05
Soccer Field 4
SD-42
0.0%
0.1%
21.1%
78.8%
1/8/21 10:10
ISoccer Field 3
SD-41
0.0%
0.1%
21.2%
78.8%
CAR200048 Page 119 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/8/20 10:02
Soccer Field 3
SD-40
0.0%
0.1%
21.0%
78.9%
1/8/20 10:00
Soccer Field 2
SD-12
0.0%
0.1%
20.9%
79.0%
1/8/20 9:55
Soccer Field 2
SD-13
0.0%
0.1%
20.3%
79.6%
1/8/20 9:42
Soccer Field 1
SD-11
0.1%
0.2%
20.7%
78.9%
1/8/20 12:55
Baseball Fields Parking Lot
SD-06
0.0%
0.1%
20.9%
79.1%
1/8/20 12:53
Baseball Fields Parking Lot
SD-05
0.0%
0.1%
20.9%
1 79.0%
1/10/20 12:40
NE Boundary Passive
MP-20
0.0%
0.3%
20.6%
79.2%
1/10/20 12:45
1/10/20 15:20
1/10/20 15:35
1/10/20 11:58
1/8/20 13:18
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
NE Boundary Passive
Soccer Fields Parking Lot
MP-31
EW-2
EW-3
MP-32
SD-08
1 •'•
1
0.2%
0.0%
• �'
: �,
0.0%
1
20.6%
54.9%
0.0%
0.0%
82.8%
79.3%
1/8/20 13:20
Soccer Fields Parking Lot
SD-09
0.0%
0.1%
20.6%
79.3%
1/8/20 9:50
Soccer Field 1
SD-10
0.1%
0.2%
20.6%
79.1%
1/9/20 9:15
South Tryon St (HWY 49)
5
0.0%
1
1
79.5%
1/9/20 14:50
Leatherman Golf (Offsite)
P-4
83.8%
1/9/20 15:06
Leatherman Golf (Offsite)
P-3
0.0%
IBM.'.
0.1%
20.9%
84.1%
80.9%
82.2%
79.0%
1/9/20 15:16
Leatherman Golf (Offsite)
P-2
0.0%
1/9/20 15:35
1/9/20 14:57
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
P-1
LGFD-01
0.0%
0.0%
1/9/20 14:59
Leatherman Golf (Offsite)
LGFD-02
0.0%
0. I %
20.9%
79.0%
1/9/20 9:47
South Tryon St (HWY 49)
30
0.0%
0.614
20.3%
79.1%
1/9/20 9:50
South Tryon St (HWY 49)
29
0.0%
. 1',
80.4%
1/9/20 9:58
1/9/20 10:01
South Tryon St (HWY 49)
South Tryon St (HWY 49)
28
27
RW-B
RW-C
RW-D
0.0%
0.0%
0.1%
0.0170
1.3%
1 SRI'.
20.5r/0
82.8%
76.4%
58.9%
0.0%
78.0%
1/9/20 10:10
South Tryon St (HWY 49)
1/9/20 10:13
1/9/20 10:18
South Tryon St (HWY 49)
South Tryon St (HWY 49)
1/9/20 10:24
South Tryon St (HWY 49)
25
0.0%
0.3%
21.0%�
78.7%
1/9/20 10:29
1/9/2010:36
South Tryon St (HWY 49)
South Tryon St (HWY 49)
24
23
0.0%
0.2%
20.61/r
17.8%
79.2%
1/9/20 10:45
South Tryon St (HWY 49)
22
3.8%
1.0%
19.7%
75.6%
1/9/20 10:50
South Tryon St (HWY 49)
21
11
0.1%
0.2%
20.617(
42.0%
79.2%
1/9/20 10:56
South Tryon St (HWY 49)
1/9/20 11:02
1/9/20 9:05
1/9/20 9:28
1/9/20 9:00
1/9/20 8:55
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
South Tryon St (HWY 49)
10
4
6
3
2
0.0%
0.0%
0.0%
0.0%
UZ
WA
.'.
0.6%
19.6%
36.4%
71.1%
80.0%
78.4%
79.8%
1/9/20 11:10
South Tryon St (HWY 49)
SD-38
0.0%
0.1%
20.9%
79.0%
1/9/20 11:14
South Tryon St (HWY 49)
SD-37
0.0%
0.1%
20.8%
79.1%
1/9/20 11:20
South Tryon St (HWY 49)
SD-36
0.0%
0.1%
20.9%
79.0%
1/9/20 9:45
South Tryon St (HWY 49)
SD-35
0.0%
0.1%
20.8%
79.1%
1/9/20 9:43
South Tryon St (HWY 49)
SD-34
0.0%
0.1%
20.8%
79.1%
1/9/20 9:40
South Tryon St (HWY 49)
SD-33
0.0%
0.1%
20.8%
79.1%
1/10/20 10:00
NE Boundary Active
SU-05
0.0%
0.1%
20.9%
79.0%
1/10/20 12:52
NE Boundary Active
SU-03R
0.0%
0.2%
20.7%
79.0%
1/10/20 10:15
NE Boundary Active
SU-06
0.0%
0.2%
21.0%
78.8%
1/10/20 10:30
NE Boundary Active
SU-07
0.0%
0.2%
21.2%
78.7%
1/10/20 10:40
NE Boundary Active
SU-02
0.0%
0.3%
21.2%
78.5%
1/10/20 10:50
NE Boundary Active
SU-08
0.0%
0.1%
20.8%
79.1%
1/10/20 11:02
NE Boundary Active
SU-09
0.0%
0.1%
20.7%
79.2%
1/8/20 8:55
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
1 20.9%
79.0%
1/8/20 13:15
1 Soccer Fields Parking Lot
SD-07
0.0%
0.1%
20.6%
79.4%
1/8/20 11:14
1 Tyvola Road
SD-39
1 0.0%
0.1%
20.6%
79.2%
CAR200048 Page 120 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
1/8/20 16:48
Golf Course Parking Lot
SD-31
0.0%
0.1%
20.6%
79.3%
1/8/20 13:40
Clubhouse Passive
CH System
0.0%
0.1%
20.8%
79.1%
1/8/20 13:58
Clubhouse Active
SCV-7
0.0%
0.0%
20.9%
79.0%
1/8/20 14:01
Clubhouse Active
SCV-6
0.0%
0.1%
20.9%
79.0%
1/8/20 14:07
Clubhouse Active
SCV-5
0.0%
0.1%
21.0%
79.0%
1/8/20 14:12
Clubhouse Active
SCV-4
0.0%
0.1%
21.0%
78.9%
1/8/2014:17
Clubhouse Active
SCV-3
0.0%
0.1%
21.1%
78.9%
1/8/20 14:20
Clubhouse Active
SCV-2
0.0%
0.0%
21.1%
78.9%
1/8/20 14:23
Clubhouse Active
SCV-1
0.0%
0.3%
20.7%
78.9%
1/8/20 14:48
Clubhouse Passive
CHFD-03
0.0%
0.1%
20.9%
79.0%
1/8/20 14:58
Clubhouse Passive
CHFD-05
0.0%
0.1%
21.3%
78.6%
1/8/20 14:51
Clubhouse Passive
CHFD-02
0.0%
0.1%
21.1%
78.9%
1/8/20 14:53
Clubhouse Passive
CHFD-01
0.0%
0.1%
21.2%
78.7%
1/8/20 14:55
Clubhouse Passive
CHFD-04
0.0%
0.1%
21.3%
78.6%
1/8/20 15:04
Maintenance Building
SD-32
0.0%
0.1%
20.9%
79.0%
1/8/20 15:07
Maintenance Building
13P-9
0.0%
0.6%
20.2%
79.2%
1/8/20 15:28
Western Boundary
32
0.0%
0.1%
21.0%
78.8%
1/8/20 15:35
Western Boundary
33
0.0%
0.3%
21.0%
78.8%
1/8/20 15:40
Western Boundary
34
0.0%
0.1%
21.0%
78.9%
1/8/20 15:46
Western Boundary
35
0.0%
0.4%
21.0%
78.6%
1/8/20 16:00
Western Boundary
31
0.0%
0.2%
21.1%
78.7%
1/8/20 16:16
Northern Boundary
46
0.0%
0.1%
20.9%
79.1%
1/8/20 16:25
Northern Boundary
47
0.0%
0.4%
20.4%
79.2%
1/10/20 12:20
NE Boundary Passive
MP-48
0.0%
0.1%
20.6%
79.5%
1/10/20 12:25
NE Boundary Passive
GP-8
0.0%
1 0.1%
20.6%
79.4%
1/8/20 15:22
Western Boundary
DMW-05
0.0%
0.3%
20.5%
1 79.3%
1/10/20 12:05
NE Boundary Passive
DP-5
0.0%
0.1%
20.6%
79.3%
4/8/20 11:15
NE Boundary Active
PC-01
53.617c
4/8/20 13:34
NE Boundary Active
PC-02
4.9%
"•
73.4%
76.8%
4/8/20 13:50
NE Boundary Active
PC-03
2.5%
4/8/20 14:02
NE Boundary Active
PC-05
0.0%
0.1 %
20.2c
79.6%
4/8/20 14:08
NE Boundary Active
PC-06
71.5%
4/8/20 14:21
NE Boundary Active
PC-07
0.0%
0.2%
20.5%
79.3%
4/8/20 14:25
NE Boundary Active
PC-08
2.4%
77.8%
4/8/20 14:32
4/8/20 14:45
NE Boundary Active
NE Boundary Active
NE Boundary Active
PC-09
PC-10
PC-11
2.7%
"•
72.2%
72.9%
4/8/20 14:52
2.5%
76.8%
77.1%
4/8/20 14:56
NE Boundary Active
PC-12
2.8%
4/8/20 15:05
NE Boundary Active
PC-13
0.0%
0.0%
20.7%
79.3%
4/8/20 15:12
NE Boundary Active
PC-14
1
I'•
32.4%
4/8/20 15:20
4/8/20 15:30
NE Boundary Active
NE Boundary Active
PC-15
PC-16
0.2%
LM
0.4%
20.2%
11.5%
79.1%
4/8/20 15:37
4/8/20 15:43
NE Boundary Active
NE Boundary Active
PC-17
PC-18
0.0%
0.1%
1
21.3%
67.0%
71.2%
78.5%
4/8/20 15:50
NE Boundary Active
PC-19
4/8/20 16:00
NE Boundary Active
PC-20
0.0%
0.4%
20.5%
79.0%
4/8/20 16:08
NE Boundary Active
PC-21
0.0%
0.3%
20.5%
79.2%
4/8/20 16:18
NE Boundary Active
PC-22
0.0%
0.3%
20.4%
79.3%
4/8/20 16:24
NE Boundary Active
PC-23
0.0%
1 0.2%
20.6%
1 79.2%
4/9/20 12:42
NE Boundary Active
PC-24
0.0%
0.5%
19.8%
1 79.7%
4/9/20 12:50
NE Boundary Active
PC-25
0.0%
80.6%
4/9/20 12:55
NE Boundary Active
PC-26
0.0%
0.6%
80.3%
4/8/20 9:48
NE Boundary Active
SU-11
0.0%
0.1%
20.9%
79.0%
4/8/20 9:36
NE Boundary Active
SU-01
1 0.0%
0.2%
20.8%
79.1%
4/8/20 9:56
1NE Boundary Active
SU-10
1 0.0%
0.1%
21.0%
79.0%
CAR200048 Page 121 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
co,
OZ
Balance
4/8/20 13:09
NE Boundary Passive
DP-6
0.0%
0.0%
21.0%
79.0%
4/9/20 13:20
NE Boundary Passive
VMP-1
0.0%
0.0%
21.1%
78.9%
4/9/20 13:22
NE Boundary Passive
VMP-2
0.0%
0.0%
21.1%
78.9%
4/9/20 13:24
NE Boundary Passive
VMP-3
0.0%
0.0%
21.2%
78.8%
4/9/20 13:41
NE Boundary Passive
VMP-61)
0.0%
0.0%
21.0%
78.9%
4/9/20 13:35
NE Boundary Passive
VMP-6S
0.0%
0.0%
21.2%
78.8%
4/9/20 13:44
NE Boundary Passive
VMP-7D
0.0%
0.3%
81.4%
4/9/20 13:43
NE Boundary Passive
VMP-7S
0.0%
0.1%
20.8%
79.1%
4/9/20 13:50
NE Boundary Passive
GP-6
0.0%
0.1%
21.2%
78.7%
4/9/20 14:11
NE Boundary Passive
VMP-413
0.0%
0.7%
79.9%
4/9/20 14:15
NE Boundary Passive
VMP-4S
0.0%
0.0%
20.9%
79.1%
4/9/20 14:23
NE Boundary Passive
VMP-5S
0.0%
0.5%
80.1%
4/9/20 14:27
NE Boundary Passive
VMP-51)
0.0%
0.0%
20.6%
79.4%
4/9/20 14:36
NE Boundary Offsite
S-1
0.0%
82.2%
4/9/20 15:32
NE Boundary Offsite
S-2
0.0%
0.4%
80.7%
4/9/20 15:40
NE Boundary Offsite
BP-8
0.0%
0.3%
19.8%
79.9%
4/9/20 15:28
NE Boundary Offsite
S-4
0.0%
0.1%
20.4%
79.5%
4/9/20 15:38
NE Boundary Offsite
S-3
0.0%
0.0%
20.9%
79.1%
4/9/20 15:50
NE Boundary Passive
VMP-8D
0.0%
0.6%
20.1%
79.3%
4/9/20 15:52
NE Boundary Passive
VMP-8S
0.0%
0.1%
20.5%
79.4%
4/9/20 16:00
NE Boundary Offsite
BP-3
0.0%
0.7%
".
80.417v
4/9/20 14:50
4/9/20 15:00
4/9/20 15:05
NE Boundary Offsite
NE Boundary Offsite
NE Boundary Offsite
BP-5
S-5
BP-6
0.0%
0.0%
0.0%
1.1 %
1 ".
79.9%
85.5%
89.7%
4/9/20 15:08
NE Boundary Offsite
BP-7
0.0%
0.5%
20.2%
79.4%
4/9/20 15:13
NE Boundary Offsite
S-6
0.0%
87.7%
4/9/20 15:23
NE Boundary Offsite
S-7
0.0%
0.0%
20.6%
79.4%
4/9/20 16:15
NE Boundary Passive
MP-16
0.0%
0.0%
20.8%
79.2%
4/9/20 16:21
NE Boundary Passive
MP-15
0.0%
0.0%
20.9%0
79.1%
4/9/20 16:25
NE Boundary Passive
MP-14
1 0.0%
1.0%
20.0%
79.1%
4/10/20 12:23
Northern Boundary
Tunnel
0.0%
0.1%
20.4%
79.5%
4/10/20 12:20
Northern Boundary
45
0.0%
A
81.37c
4/10/20 12:28
Northern Boundary
44
0.0%
().1 ",,
20.4%
79.5%
4/10/20 12:31
Northern Boundary
43
11
39.6%
4/10/20 12:37
Northern Boundary
42
0.0%
0.2%
20.5%
79.2%
4/10/20 12:40
4/9/20 16:35
Northern Boundary
Northern Boundary
41
40
0.0%
58.0%
81.7%
4/9/20 10:30
Baseball Fields Parking Lot
SD-02
0.0%
0.0%
20.9%
79.1%
4/9/20 10:29
Baseball Fields Parking Lot
SD-03
0.0%
0.0%
20.9%
79.1%
4/9/20 10:26
Baseball Fields Parking Lot
SD-04
0.0%
0.0%
21.6%0
78.4%
4/9/20 10:13
Baseball Field 3 Bleachers
SD-28
0.0%
0.1%
21.4%
78.5%
4/9/20 10:11
Baseball Field 2 Bleachers
SD-29
0.6%
0.5%
21.0%
77.8%
4/9/20 9:20
Baseball Field 2 Bleachers
SD-30
0.0%
0.1%
21.1%
78.8%
4/9/20 9:24
Baseball Field 1 Leftfield
SD-17
0.0%
0.1%
21.1%
78.9%
4/9/20 9:27
Baseball Field 1 Bleachers
SD-18
0.0%
0.1%
21.0%
78.9%
4/9/20 9:30
Baseball Field 1 Bleachers
SD-19
0.0%
0.1%
21.0%
79.0%
4/9/20 9:33
Baseball Field 1 Rightfield
SD-20
0.0%
0.1%
20.9%
79.0%
4/9/20 10:06
Baseball Field 3 Bleachers
SD-27
0.0%
0.1%
21.2%
78.8%
4/9/20 9:57
Baseball Field 4 Bleachers
SD-25
0.0%
0.1%
20.9%
79.0%
4/9/20 10:02
Baseball Field 4 Rightfield
SD-26
0.0%
0.1%
21.0%
78.9%
4/9/20 9:54
Baseball Field 4 Bleachers
SD-24
0.0%
0.1%
20.3%
79.6%
4/9/20 9:39
Baseball Field 5 Bleachers
SD-22
0.0%
0.1%
20.7%
79.3%
4/9/20 9:35
Baseball Field 5 Bleachers
SD-21
0.0%
0.1%
20.8%
79.1%
4/9/20 9:41
Baseball Field 4 Leftfield
SD-23
1 0.0%
0.1%
20.6%
79.3%
4/9/20 9:44
1 Baseball Field 4 Outfield
SD-16
1 0.0%
1 0.1%
1 20.5%
79.5%
CAR200048 Page 122 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO,
OZ
Balance
4/9/20 9:46
Baseball Field 4 Outfield
SD-15
0.0%
0.1%
20.4%
79.5%
4/9/20 9:48
Baseball Field 4 Outfield
SD-14
0.0%
0.1%
20.4%
79.5%
4/9/20 10:45
Soccer Field 4
SD-43
0.0%
0.0%
20.9%
79.0%
4/9/20 10:47
Soccer Field 4
SD-42
0.0%
0.1%
20.9%
79.1%
4/9/20 10:53
Soccer Field 3
SD-41
0.0%
0.0%
20.8%
79.2%
4/9/20 10:50
Soccer Field 3
SD-40
0.0%
0.0%
20.8%
79.1%
4/9/20 10:56
Soccer Field 2
SD-12
0.0%
0.0%
20.7%
79.3%
4/9/20 10:59
Soccer Field 2
SD-13
0.0%
0.0%
20.7%
79.3%
4/9/20 11:04
Soccer Field 1
SD-11
0.0%
0.0%
20.7%
79.3%
4/9/20 11:18
Baseball Fields Parking Lot
SD-06
0.0%
1 0.0%
1 20.7%
1 79.2%
4/9/20 11:20
Baseball Fields Parking Lot
SD-05
0.0%
0.0%
20.7%
79.2%
4/10/20 12:58
NE Boundary Passive
MP-20
0.0%
0.1%
19.5%
80.4%
4/10/20 13:06
NE Boundary Passive
MP-31
EW-2
EW-3
MP-32
SD-08
;
2.3%
0.0%
0.Mli
1
1
20.7%
25.3%
0.4%
2.8%
77.6%
4/10/20 12:40
NE Boundary Passive
4/10/20 12:37
4/9/20 14:00
NE Boundary Passive
NE Boundary Passive
Soccer Fields Parking Lot
4/9/20 11:11
79.3%
4/9/20 11:09
Soccer Fields Parking Lot
SD-09
0.0%
0.114
20.6%
79.1%
4/9/20 11:02
Soccer Field 1
SD-10
0.0%
0.1%
20.6%
79.3%
4/10/20 14:28
South Tryon St (HWY 49)
5
P-4
0.1%
3.5%
0.3%
all'.
".
20.5%
81.4%
4/10/20 16:32
Leatherman Golf (Offsite)
84.3%
83.6%
82.6%
80.3%
79.2%
4/10/20 16:38
Leatherman Golf (Offsite)
P-3
0.0%
4/10/20 16:43
4/10/20 16:48
Leatherman Golf (Offsite)
Leatherman Golf (Offsite)
P-2
P-1
0.0%
2.7%
0.0%
4/10/20 15:37
South Tryon St (HWY 49)
30
4/10/20 15:34
South Tryon St (HWY 49)
29
0.0%
.'.
84.1%
86.1%
4/10/20 15:30
South Tryon St (HWY 49)
28
0.0%
4/10/20 15:24
South Tryon St (HWY 49)
27
.'.
46.6%
4/10/20 15:18
South Tryon St (HWY 49)
RW-g
0.0%
0.0%
0.0%
4/10/20 15:20
South Tryon St (HWY 49)
RW-C
RW-D
�
0.0%
1.1
'.
38.9%
78.7%
4/10/20 15:16
South Tryon St (HWY 49)
4/10/20 15:12
South Tryon St (HWY 49)
25
0.0%
0.2%
20.5%
79.3%
4/10/20 15:08
South Tryon St (HWY 49)
24
23
22
21
11
10
0.0%
"•
.. •
0.0%
.'.
0.0%
•,
20.917(
13.0%
89.0%
62.7%
10.2%
4/10/20 15:03
South Tryon St (HWY 49)
4/10/20 14:53
4/10/20 14:58
South Tryon St (HWY 49)
South Tryon St (HWY 49)
4/10/20 14:45
South Tryon St (HWY 49)
28.8%
79.0%
4/10/20 14:42
South Tryon St (HWY 49)
4/10/20 14:23
South Tryon St (HWY 49)
4
0.0%
"22
80.670
4/10/20 14:33
South Tryon St (HWY 49)
6
0.1%
%-
81.7%
4/10/20 14:20
South Tryon St (HWY 49)
3
0.0%
0.8°i
80.3%
4/10/20 14:15
South Tryon St (HWY 49)
2
0.0%
80.2%
4/10/20 15:42
South Tryon St (HWY 49)
SD-38
0.0%
0.1%
20.6%
79.3%
4/10/20 15:43
South Tryon St (HWY 49)
SD-37
0.0%
Oat%
20.6%
79.4%
4/10/20 15:46
South Tryon St (HWY 49)
SD-36
0.0%
0.0%
20.6%
79.3%
4/10/20 15:48
South Tryon St (HWY 49)
SD-35
0.0%
0.0%
20.7%
79.3%
4/10/20 15:50
South Tryon St (HWY 49)
SD-34
0.0%
0.0%
20.7%
79.3%
4/9/20 16:26
South Tryon St (HWY 49)
SD-33
0.0%
0.0%
20.4%
79.6%
4/8/20 11:00
NE Boundary Active
SU-05
0.0%
0.2%
20.8%
78.9%
4/8/20 11:09
NE Boundary Active
SU-03R
0.0%
0.1%
21.2%
78.7%
4/8/20 10:47
NE Boundary Active
SU-06
0.0%
0.3%
20.5%
79.2%
4/8/20 10:30
NE Boundary Active
SU-07
0.0%
0.2%
20.2%
1 79.6%
4/8/20 10:22
NE Boundary Active
SU-02
0.0%
0.1%
20.6%
79.3%
4/8/20 10:15
NE Boundary Active
SU-08
0.0%
1 0.0%
20.7%
79.2%
4/8/20 10:08
1NE Boundary Active
SU-09
1 0.0%
1 0.1%
20.8%
79.2%
CAR200048 Page 123 of 124 Geosyntec Consultants of NC, P.C.

Appendix E
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Date/Time
Location
ID
CH,
CO'
OZ
Balance
4/9/20 10:33
Baseball Fields Parking Lot
SD-01
0.0%
0.1%
20.9%
79.1%
4/9/20 11:13
Soccer Fields Parking Lot
SD-07
0.0%
0.0%
20.7%
79.2%
4/10/20 15:40
Tyvola Road
SD-39
0.0%
0.1%
20.7%
79.2%
4/10/20 10:55
Golf Course Parking Lot
SD-31
0.0%
0.1%
20.7%
79.2%
4/10/20 7:45
Clubhouse Passive
CH System
0.0%
0.1%
21.2%
78.7%
4/10/20 8:06
Clubhouse Active
SCV-7
0.0%
0.1%
21.2%
78.6%
4/10/20 7:55
Clubhouse Active
SCV-6
0.0%
0.2%
21.2%
78.6%
4/10/20 8:03
Clubhouse Active
SCV-5
0.0%
0.2%
21.3%
78.6%
4/10/20 8:00
Clubhouse Active
SCV-4
0.0%
0.1%
21.3%
78.6%
4/10/20 8:10
Clubhouse Active
SCV-3
0.0%
0.1%
21.4%
78.5%
4/10/20 8:14
Clubhouse Active
SCV-2
0.0%
0.1%
21.4%
78.5%
4/10/20 8:17
Clubhouse Active
SCV-1
0.0%
0.7%
20.9%
78.3%
4/10/20 8:22
Clubhouse Passive
CHFD-03
0.0%
0.2%
21.4%
78.4%
4/10/20 8:25
Clubhouse Passive
CHFD-05
0.0%
0.1%
20.9%
79.0%
4/10/20 8:28
Clubhouse Passive
CHFD-02
0.0%
0.1%
20.9%
79.0%
4/10/20 8:29
Clubhouse Passive
CHFD-01
0.0%
0.1%
20.9%
79.0%
4/10/20 8:31
Clubhouse Passive
CHFD-04
0.0%
0.1%
20.9%
79.1%
4/10/20 10:35
Maintenance Building
SD-32
0.0%
0.1%
20.8%
79.1%
4/10/20 10:30
Maintenance Building
BP-9
0.0%
0.7%
20.3%
79.0%
4/10/20 9:28
Western Boundary
32
0.0%
0.1%
20.8%
79.1%
4/10/20 9:35
Western Boundary
33
0.0%
0.1%
20.8%
79.1%
4/10/20 9:45
Western Boundary
34
0.0%
0.1%
20.8%
79.1%
4/10/20 9:50
Western Boundary
35
0.0%
0.1%
20.8%
79.1%
4/10/20 9:15
Western Boundary
31
0.0%
0.4%
20.8%
78.8%
4/10/20 8:40
Northern Boundary
46
0.0%
0.1%
20.8%
79.2%
4/10/20 8:50
Northern Boundary
47
0.0%
0.1%
20.9%
79.0%
4/9/20 14:06
NE Boundary Passive
MP-48
0.0%
0.2%
21.4%
78.3%
4/9/20 14:08
NE Boundary Passive
GP-8
0.0%
0.1%
21.4%
78.5%
4/10/20 9:50
Western Boundary
DMW-05
0.0%
0.9%
20.0%
79.2%
4/8/20 13:12
1NE Boundary Passive
DP-5
1 0.0%
1 0.0%
1 20.9%
79.1%
Notes:
Blank table entries indicate no measurement taken.
CH4 detection below Lower Explosive Limit (LEL), e.g. < 5%
CO2 detected ab�-
02 detection below 19.5%
CAR200048 Page 124 of 124 Geosyntec Consultants of NC, P.C.