HomeMy WebLinkAbout6003_YorkRoadMSWLF_GWMR_DIN27985_201603211300 South Mint St., Suite 410
Charlotte, NC 28203
PH 704.227.0840
www.geosyntec.com
GC5699A/Cover Letter.docx
20 June 2016
Ms. Jaclynne Drummond
Compliance Hydrogeologist
Division of Waste Management – Solid Waste Section
NC Department of Environmental Quality
2090 US Highway 70
Swannanoa, NC 28778
Subject: Semi-Annual Report – First Half 2016
Former York Road Landfill
NCDEQ Permit No. 60-03
Dear Ms. Drummond:
On behalf of our client, the City of Charlotte, Geosyntec Consultants of NC, PC (Geosyntec) is
providing the attached Semi-Annual Monitoring Report – First Half 2016 for the Former York
Road Landfill located in Charlotte, North Carolina. This report documents landfill gas,
groundwater, and surface water monitoring conducted during the most recent reporting period.
Pursuant to our 19 February 2016 letter (Subject: Notification of Groundwater Sampling
Comparison Study), a groundwater sampling comparison study was conducted consisting of
sampling selected wells using dual-membrane passive-diffusion bags (PDBs), and conventional
well purge sampling to evaluate groundwater data for comparability. The methods and results of
this study are included in a memorandum as Appendix B to this Semi-Annual Report. As
explained in the memorandum, the results of the pilot study have led to a recommendation that
future groundwater sampling at the Former York Road Landfill be conducted using dual-
membrane passive–diffusion bags. It is intended that PDB sampling will be used beginning with
the September 2016 groundwater monitoring event. Should you have any questions or comments
concerning this report, please contact the undersigned at (704) 227-0850.
Sincerely,
Jeffrey M. Ahrens, P.E.
Principal
Copies to:
Doug Pierotti – City of Charlotte
David Hanley, P.E. - Geosyntec
Prepared for
City of Charlotte
Engineering and Property Management Division
600 East 4th Street
Charlotte, NC 28202
SEMI-ANNUAL MONITORING REPORT
FIRST HALF 2016
FORMER YORK ROAD LANDFILL
NC DENR PERMIT NO. 60-03
CHARLOTTE, NC
Prepared by:
Geosyntec Consultants of NC, PC
1300 S. Mint St., Suite 410
Charlotte, NC 28203
Project Number: GC5699A
May 2016
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TABLE OF CONTENTS
1. INTRODUCTION................................................................................................1
1.1 Site Description and History........................................................................1
1.2 Hydrogeologic Setting.................................................................................1
1.3 Regulatory Authority...................................................................................2
2.MONITORING ACTIVITIES AND FIELD METHODOLOGY ....................... 3
2.1 Groundwater Monitoring.............................................................................3
2.2 Surface Water Monitoring........................................................................... 4
2.3 Water Supply Wells.....................................................................................4
2.4 Methane Monitoring.................................................................................... 5
3. MONITORING RESULTS..................................................................................7
3.1 Groundwater................................................................................................ 7
3.1.1 Potentiometric Surface Elevation and Groundwater Flow
Direction......................................................................................... 7
3.1.2 Groundwater Analytical Results .................................................... 7
3.1.3 Groundwater Sampling Methodology Comparison Study.............9
3.2 Surface Water.............................................................................................. 9
3.3 Methane.....................................................................................................10
3.3.1 Passive Methane Monitoring Points.............................................10
3.3.2 Active Extraction Systems ........................................................... 11
3.3.2 Methane Detection Systems......................................................... 12
3.3.3 Landfill Cap Inspection and Repairs............................................ 12
4.SUMMARY, CONCLUSIONS AND RECOMMENDATIONS ...................... 14
4.1 Groundwater.............................................................................................. 14
4.2 Surface Water............................................................................................ 15
4.3 Methane.....................................................................................................15
4.4 Recommendations .....................................................................................15
5. REFERENCES...................................................................................................17
TABLE OF CONTENTS (Continued)
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LIST OF TABLES
Table 1 Groundwater Well Construction Details and March 2016 Groundwater
Elevations
Table 2 Groundwater and Surface Water Sampling Schedule
Table 3 Landfill Gas Sampling Schedule
Table 4 Historical Groundwater Elevations
Table 5 March 2016 Detected Constituents in Groundwater
Table 6 March 2016 Detected Constituents in Surface Water
Table 7 Recent Methane Detections at Select Locations
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 (21 March 2016)
Figure 5 March 2016 2L Groundwater Exceedances
Figure 6 April 2016 Northeast Boundary Landfill Gas Monitoring Results
Figure 7 April 2016 South Tryon Street Landfill Gas Monitoring Results
Figure 8 Clubhouse Venting System
Figure 9 April 2016 Northeast Boundary System Status
LIST OF APPENDICES
Appendix A Sampling Field Data Sheets
Appendix B Groundwater Sampling Comparison Study
Appendix C Northeast Boundary Landfill Gas Extraction System Pilot Test
Report
Appendix D Laboratory Analytical Reports
Appendix E Historical Groundwater & Surface Water Monitoring Data
Appendix F Landfill Gas Monitoring Data (November 2015 through April 2016)
Appendix G Historical Landfill Gas Data
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May 2016
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1. INTRODUCTION
On behalf of the City of Charlotte, Geosyntec Consultants of NC, PC (Geosyntec) has
prepared this Semi-Annual Monitoring Report, First Half 2016 for the City of
Charlotte’s Former York Road Landfill. This report presents the results of
groundwater, surface water, and methane monitoring conducted at the former landfill
since the previous Semi-Annual Monitoring Report (Geosyntec, 2015) was submitted in
November 2015, through April 2016.
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 NCDENR 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. The precise locations of
waste placement boundaries are uncertain and have been estimated by others, as shown
in Figure 2. 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 Renaissance Park Golf Course and Renaissance Park,
which include recreational facilities for golf, baseball, soccer, biking, and disc golf.
1.2 Hydrogeologic Setting
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 1200 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
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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 NCAC 10G, 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 monitoring at the Former York Road Landfill is conducted pursuant to
the Water Quality Monitoring Plan (WQMP; Delta, 2004), which was developed in
accordance with relevant and applicable North Carolina Department of Environmental
Quality (NCDEQ, formerly North Carolina Department of Environment and Natural
Resources [NCDENR]) Solid Waste Management Rules. Groundwater and surface
water sampling is conducted semi-annually, typically in March and September.
Landfill gas monitoring is conducted pursuant to the Landfill Gas Monitoring Plan
(LGMP; HDR, 2011) for the Site. As stated in the LGMP, the 15A NCAC 13B Section
.0500 rules and closure letter for the Site are silent on the issue of landfill gas
monitoring. Therefore, landfill gas monitoring is regularly conducted in general
accordance with the LGMP, 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).
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2. MONITORING ACTIVITIES AND FIELD METHODOLOGY
The following sections describe 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 WQMP. The
current monitoring network includes twenty-three (23) monitoring wells, with eighteen
(18) groundwater monitoring wells included in the sampling network pursuant to the
WQMP. Monitoring 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 1, and locations are depicted in Figure 2. A schedule for sample
collection and associated laboratory analyses conducted for each well under the WQMP
is listed in Table 2.
Groundwater sampling, water level measurements, and laboratory analysis conducted
during this reporting period were performed from 21 through 24 March 2016 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 21 March 2016) in order to evaluate the potentiometric surface and
groundwater flow direction at the time of measurement. Prior to groundwater sampling,
three to five well volumes were purged from each well using a submersible pump or
dedicated, disposable bailer. During purging, groundwater parameters (temperature,
pH, and specific conductance) were measured with daily-calibrated multimeters to
assess stabilization. If a well became dry prior to purging three well volumes, it was
allowed to recharge, and a sample was collected. Sample collection was performed
using a dedicated, disposable bailer, and samples were placed in laboratory-provided
sample containers. 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 WQMP. Field quality assurance/quality control (QA/QC)
samples including a field (rinsate) blank, a trip blank, and a field duplicate (from parent
sample DMW-05) were analyzed. Field data sheets for groundwater sampling efforts
are included in Appendix A.
In coordination with the March 2016 groundwater sampling event, Geosyntec
conducted a groundwater sampling technique comparison study to evaluate the use of
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passive sampling technology at the Site for long term monitoring. The objective of this
effort was to demonstrate whether similar concentrations of VOCs and metals could be
obtained using dual-membrane passive diffusion bags (PDBs) and traditional well-
purge/low flow sampling and to evaluate whether PDBs will provide high quality data
that accurately represents groundwater quality at the Site. A technical memorandum
included as Appendix B provides an overview of the groundwater sampling techniques
used in the comparison study, a discussion of the analytical data regarding the ability of
the PDBs to obtain representative samples of VOC and metals concentrations at the
Site, and a recommendation to employ PBDs for future sampling efforts at the Site.
2.2 Surface Water Monitoring
Surface water monitoring was conducted pursuant to procedures described in the
WQMP. 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 21
through 24 March 2016 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.
2.3 Water Supply Wells
Pursuant to the sampling schedule in WQMP (Table 2), water supply wells were not
sampled in March 2016. Sampling of the water supply wells that are part of the
monitoring program is scheduled to be conducted in September 2016.
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2.4 Methane Monitoring
Methane monitoring was carried out pursuant to the LGMP. Methane monitoring
activities include quarterly measurement of methane concentrations at methane probes,
active extraction systems, and other points where methane could accumulate such as
light poles and storm drains.Table 3 lists points that are the subject of quarterly or
annual 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 20 through 21 January, and 20
through 21 April 2016.
Inspection and maintenance of the three methane detection systems (located in the golf
course clubhouse, golf course maintenance building, and baseball field concession
building) was conducted by LEI Systems on 8 April 2016. These systems consist of
about 40 Macurco GD-2A detectors connected to control panels and audible alarms
which notify authorities and occupants in the event of methane detection. Additionally,
stand-alone, plug-in Macurco GD-21 methane detectors are located in the Leatherman
maintenance building, golf course chemical storage building, and baseball field ticket
booth. Two plug-in First Alert Model GCO1CN methane alarms are located inside the
John Crosland School.
Operation of the two active extraction systems (clubhouse and northeast boundary) was
observed by Geosyntec during quarterly monitoring events. Effluent methane
concentrations, blower vacuum, air flow rates, and blower operating hours were
recorded, where possible.
As part of efforts to address possible methane migration at the northeast boundary, a
pilot test to evaluate the potential effectiveness of a supplemental, in-soil, perimeter gas
extraction system (PGES) was conducted at the Site on 19 January 2016. The pilot
study was carried out with the purpose of evaluating the use of active extraction well
points in the soil screened below the depth of the existing extraction system’s trench to
prevent off-Site migration of landfill gas. A report has been prepared to summarize the
methods and results of the pilot test, and is included as an attachment to this report as
Appendix C.
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Visual inspection of the landfill cap was conducted pursuant to the LGMP during
quarterly monitoring events in January and April 2016. 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.
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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 21 March 2016 are listed in Table 1, 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 21 March 2016 was generally consistent with historical observations at the
Site. Groundwater elevations were generally higher in March 2016 as compared to
historical averages since 2006, and the March 2016 reading was the highest reading
since 2006 in 3 of 21 wells measured; however, each recorded elevation was within four
feet of its historical average.
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 2016 groundwater sampling event is included in Table 5 and laboratory
analytical reports are included in Appendix D.
Low levels of some volatile organic compounds (VOCs) and metals were detected in
samples collected from Site monitoring wells in March 2016. Select compounds were
detected in several wells at concentrations above the Title 15A North Carolina
Administrative Code (NCAC), Subchapter 2L Standards (2L Standards). One or more
VOCs exceeded their 2L Standard in 4 of the 18 monitoring wells sampled, and one or
more metals were detected above their 2L Standard in 9 of the 18 wells sampled.
Figure 5 displays a map with exceedances of the 2L Standard shown for each well.
The March 2016 analytical results reveal the following:
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x 1,2-Dichloropropane was detected above its 2L Standard of 0.6 micrograms per
liter (μg/L) in two wells, DMW-01 at 2.7 μg/L and DMW-06 at 2.2 μg/L.
x 1,4-Dichlorobenzene was detected above its 2L Standard of 6 μg/L in one well,
DMW-01 at 15.1 μg/L.
x Trichloroethene (TCE) was detected above its 2L Standard of 3 μg/L in two
wells, DMW-01 at 3.8 μg/L and DMW-06 at 5.5 μg/L.
x Tetrachloroethene (PCE) was detected above its 2L Standard of 0.7 μg/L in
three wells, DDW-01 at 1.4 μg/L, DMW-02B at 1.1 μg/L, and DMW-06 at 1.7
μg/L.
x Vinyl chloride (VC) was detected above its 2L Standard of 0.03 μg/L in two
wells, DMW-01 at 2.8 μg/L and DMW-06 at 3.7 μg/L.
x Barium was detected above its 2L Standard of 700 μg/L in one well, DMW-02A
at 1,460 μg/L.
x Chromium was detected above its 2L Standard of 10 μg/L in one well, DMW-A
at 11.6 μg/L.
x Iron was detected above its 2L Standard of 300 μg/L in seven wells, with the
highest concentration in YRW-10C at 119,000 μg/L.
x Manganese was detected above its 2L Standard of 50 μg/L in eight wells, with
the highest concentration in DMW-01 at 22,600 μg/L.
Historic groundwater analytical data are included in Appendix E. Groundwater VOC
and metals concentrations detected during the March 2016 sampling event were
generally consistent with historic trends for these wells. Data from the March 2016
event included 27 instances of constituents exceeding their 2L Standard which is
slightly lower than the number of exceedances in September 2015 (29 exceedances),
and continues a generally downward trend in the total number of exceedances over the
past six years. The decrease in 2L Standard exceedances is evidence of an ongoing
declining trend in groundwater concentrations at the Site. The presence of chlorinated
daughter products of PCE (TCE, cis-1,2-DCE, and VC) in wells may indicate that at
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least some reductive dechlorination has occurred in Site groundwater, which can occur
naturally under favorable (generally anaerobic) conditions. These biodegradation
processes, in combination with other natural processes including sorption, dilution, and
chemical degradation, contribute to natural attenuation of groundwater contaminants
and reductions in concentrations over time.
Field parameter results were generally consistent with historical trends. pH values fell
between 6.0 and 8.1, with the exception of DMW-02A, with a pH of 12.5. 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 70.5 to
1,472 microsiemens per centimeter (μS/cm), with the exception of MW-02A (7,830
μS/cm) which has also exhibited high specific conductance historically.
3.1.3 Groundwater Sampling Methodology Comparison Study
The procedures and results of a groundwater sampling methodology comparison study
are presented in a technical memorandum included as Appendix B. The results of this
study support a recommendation that future groundwater monitoring at the site be
conducted using dual-membrane PDBs, allowing for decreased sampling effort and
investigation-derived waste generation while meeting data quality objectives.
3.2 Surface Water
A summary of detected constituents and field parameters (pH, specific conductance,
and temperature) from samples collected during the March 2016 surface water sampling
event is included in Table 6, and laboratory analytical reports are included in Appendix
D.
Trace levels of barium were detected in all six surface water samples, at concentrations
below its Title 15A NCAC Subchapter 2B Water Supply Standard (2B Standard) of
1,000 μg/L. No VOCs were detected in surface water samples during the March 2016
sampling event.
Field parameter results were generally consistent with historical trends. pH ranged
from 6.9 to 8.5 and specific conductance ranged from 220.1 to 431.0 μS/cm.
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3.3 Methane
Results of methane monitoring activities from January 2015 through April 2016 at
select locations are summarized in Table 7, and complete landfill gas monitoring results
from November 2015 through April 2016 are included in Appendix F.Table 7 and
Appendix F include non-routine system performance assessment monitoring in the
northeast boundary area which is not part of regular, quarterly monitoring. Historical
landfill gas data from January 2012 through April 2016 is included in Appendix G.
The following sections discuss these results.
3.3.1 Passive Methane Monitoring Points
Passive methane probe monitoring results from the most recent monitoring event (April
2016) are displayed in Figure 6 (northeast boundary) and Figure 7 (South Tryon
Street). Methane concentrations at select subsurface monitoring probes exceeded the
lower explosive limit (LEL) of 5% along the South Tryon Street boundary and northeast
boundary during the January and April 2016 monitoring events. No LEL exceedances
were observed in off-Site probes during this reporting period.
Although off-Site methane concentrations above the LEL were not detected along the
northeast boundary, periodically elevated concentrations of methane at select probes
indicate it is possible that off-Site migration of methane above the LEL may occur in
the subsurface along the northeast boundary. Passive monitoring points in the vicinity
of the John Crosland School (formerly the 5146 Ten Parkway Plaza Boulevard
Building), located next to the northeast boundary, were monitored on a monthly basis
during the current reporting period in response to past, occasional subsurface methane
readings above the LEL in this area. Methane concentrations were not detected in the
subsurface above the LEL in these probes during this reporting period. Methane
monitoring alarms are located within the school, as discussed in Section 3.3.2. Efforts
to mitigate possible off-Site methane migration in the northeast boundary undertaken
during this reporting period included a pilot test evaluation of the potential effectiveness
of a supplemental, in-soil, perimeter gas extraction system. A report summarizing the
implementation and results of this pilot test is included as Appendix C.
Methane was not detected above 25% of the LEL in the vicinity of light poles or
scoreboards that are part of the monitoring program, nor inside other structures
including buildings and storm drains monitored during this period.
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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 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 2016 landfill gas monitoring events, and was not reported to have
stopped operating during this reporting period. Methane measurements from several
points along the system that were recorded during landfill gas monitoring are included
in Appendix F.
3.3.2.2 Northeast Boundary System
The northeast boundary venting system utilizes a ten-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
northern section of the trench.
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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.
The northeast boundary active extraction system was observed to be operating during
both the January and April 2016 landfill gas monitoring events. An hour meter which
records operating time for the system’s blower indicated that there was less than one
hour of downtime between the October 2015 and April 2016 monitoring events.
Figure 9 displays the valve status, applied vacuum, air flow, and methane concentration
at system vacuum extraction points as observed in April 2016. This figure shows that
the system is configured such that vacuum is focused on the middle section of the
trench, which also corresponds to the highest methane concentrations measured within
the trench. Air flow measurements were also taken at each active extraction well. The
sum of the measurements indicates the total system air flow rate was approximately 428
standard cubic feet per minute (scfm) during the April 2016 monitoring event.
3.3.2 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 baseball field concession
building) conducted by LEI Systems on 8 April 2016 showed that these systems were
functioning properly. No methane detections by these systems were reported during
this reporting period. One alarm was reported at the golf maintenance building which
was reported to have been caused by maintenance activities within the building. No
alarms were reported from the plug-in methane detectors located within the softball
ticket booth, Leatherman maintenance building, golf course chemical storage building,
and the John Crosland School.
3.3.3 Landfill Cap Inspection and Repairs
Visual inspection of the landfill cap was completed by Geosyntec during quarterly
monitoring in January and April 2016. During the April 2016 landfill cap inspections,
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settlement was observed along the eastern side of light pole SLP-07. Methane was not
detected around the area of settlement. This location was excavated to expose
subsurface voids and was filled with approximately 12 cubic yards of controlled low
strength material (flowable fill) by Harvest Environmental Services, Inc. on 3 May
2016.
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4. SUMMARY, CONCLUSIONS AND RECOMMENDATIONS
The following sections summarize findings and conclusions based on data collected
during the first half of 2016 and historical data collected at the Site.
4.1 Groundwater
x Groundwater elevations were generally higher than elevations observed in
recent years during the March 2016 groundwater monitoring event, and the
highest recorded groundwater elevations since 2006 were measured in 3 of 21
wells.
x Groundwater flow at the site was generally consistent with historical
observations, with a primary flow direction to the southwest toward Sugar
Creek.
x Relatively low levels of VOCs were present in Site groundwater during
monitoring conducted in March 2016. One or more VOCs exceeded their 2L
Standard in 4 of the 18 wells sampled. VOCs exceeding the 2L Standard in at
least one Site well were 1,2-dichloropropane, 1,4-dichlorobenzene, TCE, PCE,
and VC.
x Low levels of metals were present in Site groundwater during monitoring
conducted in March 2016. One or more metals were detected above their 2L
Standard in 9 of the 18 wells sampled. Metals exceeding the 2L Standard in at
least one Site well were barium, chromium, iron, and manganese.
x Data from the March 2016 groundwater monitoring event included 27 instances
of constituents exceeding their 2L Standard, which is the lowest number of
exceedances of the 2L Standard from any sampling event over the past six years.
The decrease in 2L Standard exceedances is evidence of an ongoing declining
trend in groundwater concentrations at the Site.
x Analytical results from the groundwater sampling methodology comparison
study conducted in coordination with the March 2016 groundwater sampling
event indicated that PDBs were able to obtain representative samples of VOC
and metals from a select subset of groundwater wells at the Site.
Semi-Annual Monitoring Report – First Half 2016
Former York Road Landfill, Charlotte, North Carolina
May 2016
GC5699A\FINAL 2016 May York SAR.docx 15 05.2016
4.2 Surface Water
Barium was detected in all six surface water samples at concentrations below its 2B
Standard. No VOCs were detected in surface water samples collected in March 2016.
4.3 Methane
x Methane was not detected above 25% of the LEL in the vicinity of monitored
light poles or scoreboards nor inside other monitored structures during the
reporting period.
x Methane concentrations at select subsurface monitoring probes exceeded the
LEL along the South Tryon Street boundary and northeast boundary.
x Methane concentrations in off-Site subsurface monitoring probes near the South
Tryon Street boundary and northeast boundary remained below the LEL during
this reporting period, although concentrations at the Site boundaries indicate that
subsurface off-Site methane migration at concentrations above the LEL may
occur.
x Efforts to mitigate possible off-Site methane migration in the northeast boundary
undertaken during this reporting period included performing a pilot test
evaluation of the potential effectiveness of a supplemental, in-soil, PGES.
Results of this evaluation indicated that a wellpoint vapor extraction system
located between the existing extraction trench and the landfill could be effective
in removing methane in the interval below the bottom of the trench and above
the water table to achieve methane capture and removal.
4.4 Recommendations
Efforts to address possible methane migration at the northeast boundary are ongoing.
Geosyntec recommends, and the City has expressed an intention to install, a
supplemental PGES between the existing extraction trench and landfill based on the
results of the pilot test. The PGES is currently being designed.
At the City’s request, Geosyntec is preparing an updated monitoring plan for the Site
which will combine the groundwater sampling plan and landfill gas monitoring plan
into a single document. PDB groundwater sampling techniques will be incorporated
Semi-Annual Monitoring Report – First Half 2016
Former York Road Landfill, Charlotte, North Carolina
May 2016
GC5699A\FINAL 2016 May York SAR.docx 16 05.2016
into the updated landfill gas and groundwater monitoring plan. Dual-membrane PDB
sampling is recommended for future groundwater sampling at the Site, beginning with
the September 2016 sampling event.
Semi-Annual Monitoring Report – First Half 2016
Former York Road Landfill, Charlotte, North Carolina
May 2016
GC5699A\FINAL 2016 May York SAR.docx 17 05.2016
5. REFERENCES
Delta Environmental Consultants, 2004, Water Quality Monitoring Plan, Former York
Road Landfill.
HDR, 2011, Landfill Gas Monitoring Plan for the Former York Road Landfill,
NCDENR Permit No. 60-03.
Geosyntec, 2015, Semi-Annual Monitoring Report, Second Half 2015, Former York
Road Landfill, NCDENR Permit No. 60-03.
TABLES
Table 1
Groundwater Well Construction Details and March 2016 Groundwater Elevations
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC May 2016
Water Level
(ft BTOC)
Groundwater
Elevation
(ft above NGVD)
DDW-01 60 Bedrock 583.25 585.49 15 7.49 578.00
DDW-01A 100 Bedrock 583.30 585.06 10 6.70 578.36
DDW-02 55 PWR 585.53 587.96 15 11.94 576.02
DDW-03 61 PWR/Saprolite 582.69 585.59 15 9.80 575.79
DDW-03A 133 Bedrock 582.86 584.70 15 2.91 581.79
DDW-05 50 Bedrock 599.79 602.13 18 4.25 597.88
DDW-06 72 Bedrock/PWR 619.32 621.88 15 28.93 592.95
DMW-01 45 PWR 626.75 626.55 15 31.34 595.21
DMW-02 22 PWR/Saprolite 597.53 597.33 10 11.75 585.58
DMW-02A 47 Bedrock 593.54 595.51 12 40.25 555.26
DMW-02B 84.5 Bedrock 593.52 595.20 10 4.65 590.55
DMW-05 20 PWR/Saprolite 585.59 587.98 15 11.64 576.34
DMW-06 29.5 Saprolite 582.39 584.76 14.5 9.69 575.07
DMW-08 62 PWR 670.69 670.48 15 57.97 612.51
DMW-09 20 Saprolite 599.70 602.48 15 4.47 598.01
DMW-A 45 Saprolite 684.52 684.52 20 40.24 644.28
DMW-B 30 Saprolite 619.50 622.29 15 29.06 593.23
NEB-PZ-1 42 Saprolite 668.72 668.55 15 29.59 638.96
NEB-PZ-2 30 Saprolite 661.84 661.70 15 dry —
NEB-PZ-3 30 PWR 642.64 642.46 15 dry —
YRW-06A 27.9 Saprolite 585.11 587.63 10 8.96 578.67
YRW-07 23.08 Saprolite 622.93 624.80 5 12.19 612.61
YRW-08A 22.76 Saprolite 584.22 587.45 5 ——
YRW-09A 26.5 Saprolite 582.86 586.11 5 ——
YRW-10C 16.5 Saprolite 582.39 589.37 5 13.76 575.61
YRW-11B 20 Saprolite 600.19 602.96 5 4.77 598.19
Notes:
1. NGVD - National Geodetic Vertical Datum; BGS - below ground surface; BTOC - below top of casing; PWR - Partially Weathered Rock
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.
TOC Elevation
(ft above NGVD)LithologyWell Depth
(ft BGS)Well ID
21 March 2016
Screened
Length
(ft)
Ground Elevation
(ft above NGVD)
Table 2
Groundwater and Surface Water Sampling Schedule
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC May 2016
Sample Sample Type
VOCs
(EPA 8260)
RCRA
Metals
(EPA 6010)
Total Iron &
Manganese
(EPA 6010)
Mercury
(EPA 7470)
Field
Parameters
Water
Level
Field Blank Blank S S S S
Trip Blank Blank S
DDW-01 Ground Water S S S S S S
DDW-01A Ground Water S S S S S
DDW-02 Ground Water S S S S S
DDW-03 Ground Water S S S S S
DDW-03A Ground Water S S S S S
DDW-05 Ground Water S S S S S
DDW-06 Ground Water S S S S S
DMW-01 Ground Water S S S S S S
DMW-02 Ground Water S S S S S S
DMW-02A Ground Water S S S S S
DMW-02B Ground Water S S S S S
DMW-05 Ground Water S S S S S S
DMW-06 Ground Water S S S S S S
DMW-08 Ground Water S S S S S S
DMW-09 Ground Water S S S S S
DMW-A Ground Water S S S S S S
DMW-B Ground Water S SSSS
Duplicate Ground Water S S S S S
YRW-06A Ground Water S
YRW-07 Ground Water S
YRW-10C Ground Water S S S S 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-2 Surface Water S S S
WSW-2 Water Supply Well A A
WSW-3 Water Supply Well A A
Notes:
1.S - Semi-annual frequency, A - Annual frequency (fall)
2.Field parameters include conductivity, pH, and temperature.
Table 3
Landfill Gas Sampling Schedule
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC May 2016
DP-1 NSR NE System Q SD-01 Q BP-9 Q CHFD-01 QDP-2 NSR SU-0
Q1 BLP-01 Q SD-02 Q CHFD-02 QDP-3 NSR SU-01 Q1 BLP-02 Q SD-03 Q CHFD-03 QDP-4 NSR SU-02 Q1 BLP-03 Q SD-04 Q 02 Q CHFD-04 QDP-5 NSR SU-03R Q1 BLP-04 Q SD-05 Q 03 Q CHFD-05 QDP-6 NSR SU-05
Q1 BLP-05 Q SD-06 Q 04 Q
GP-1D2 NSR SU-06 Q1 BLP-06 Q SD-07 Q 05 Q
GP-1M2 NSR SU-07 Q1 BLP-07 Q SD-08 Q 06 Q CH System Q
GP-1S2 NSR SU-08 Q1 BLP-08 Q SD-09 Q 07 Q CH-01 NSR
GP-2 NSR SU-09 Q1 BLP-09 Q SD-10 Q 092 Q CH-02 NSRGP-3D NSR SU-10 Q1 BLP-10 Q SD-11 Q 10 Q CH-03 NSR
GP-3S NSR SU-11
Q1 BLP-11 Q SD-12 Q 11 Q CH-04 NSRGP-4D NSR BLP-12 A SD-13 Q 122 Q CH-05 NSR
GP-4S NSR BLP-13 A SD-14 Q 21 Q CH-06 NSRGP-5D NSR BP-12 Q BLP-14 A SD-15 Q 22 Q CH-07 NSRGP-5S NSR BP-2 Q BLP-15 A SD-16 Q 23 Q CH-08 NSRGP-6 NSR BP-3 Q BLP-16 A SD-17 Q 24 Q CH-09 NSRGP-7 NSR BP-42 Q BLP-17 A SD-18 Q 25 Q CH-12 NSRGP-8 NSR BP-5 Q BLP-18 A SD-19 Q 262 Q CH-13 NSRGP-9 NSR BP-6 Q BLP-19 A SD-20 Q 27 Q SCV-1 QH-4 NSR BP-7 Q BLP-20 A SD-21 Q 28 Q SCV-2 QMP-14 Q BP-8 Q BLP-21 Q SD-22 Q 29 Q SCV-3 QMP-15 Q S-1 Q BLP-22 Q SD-23 Q 30 Q SCV-4 QMP-16 Q S-2 Q BLP-23 Q SD-24 Q RW-B Q SCV-5 QMP-17 Q S-3 Q BLP-24 Q SD-25 Q RW-C Q SCV-6 QMP-18 NSR S-4 Q BLP-25 Q SD-26 Q RW-D Q SCV-7 QMP-19 NSR S-5 Q BLP-26 Q SD-27 QMP-20 Q S-6 Q BLP-27 Q SD-28 QMP-31 Q S-7 Q BLP-28 Q SD-29 QMP-32 Q S-82 Q BLP-29 Q SD-30 Q LGFD-01 Q
MP-332 Q BLP-30 Q SD-31 Q LGFD-02 Q
MP-342 Q SD-32 Q P-1 Q
MP-352 Q SLP-01 Q SD-33 Q P-2 QMP-36 NSR SLP-02 Q SD-34 Q P-3 Q
MP-37 NSR SLP-03 Q BSB-1 A SD-35 Q P-4 QMP-38 NSR SLP-04 Q BSB-2 A SD-36 Q P-52 Q
MP-39 NSR SLP-05 Q BSB-3 Q SD-37 QMP-44 NSR SLP-06 Q BSB-4 Q SD-38 Q
MP-45 NSR SLP-07 Q BSB-5 Q SD-39 QMP-46 NSR SLP-08 QMP-47 NSR SLP-09 QMP-48 NSR SLP-10 Q Tunnel QEW-1 Q1
EW-2 Q1
EW-3 Q1
Notes:
A - Measure landfill gas at least once a year
Q - Measure landfill gas every quarter
NSR - No sample required
1. Northeast boundary extraction system ("SU") wells and Landfill Area D passive extraction ("EW") wells are not part of regular monitoring under the Landfill Gas Management Plan, but are monitored quarterly for
system evaluation purposes.
2. Field staff unable to locate since January 2016 or prior.
NE Boundary Offsite
Soccer Light Poles
NE Boundary Passive NE Boundary Active
HWY 49 Boundary
Storm Drains
Baseball Field
Scoreboards
Baseball Field Light
Poles
Tyvola Rd
Clubhouse Passive
Clubhouse Active
Leatherman Golf
(Offsite)
Maintenance Building
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3
1
0
7
9
1
4
7
2
1
1
5
.
9
4
7
8
.
2
1
2
4
9
pH
(
F
i
e
l
d
)
SU
-
--
-
-
6.
9
6
.
7
6
.
4
6
.
1
8
.
1
6
.
8
6
.
2
6
.
1
7
.
6
Te
m
p
°C
-
--
-
-
16
.
7
1
6
.
4
1
6
.
8
1
6
.
7
1
7
.
2
1
6
.
5
1
6
.
8
1
8
.
1
1
7
.
9
No
t
e
s
:
1.
O
n
l
y
d
e
t
e
c
t
e
d
c
o
n
s
t
i
t
u
e
n
t
s
a
b
o
v
e
t
h
e
E
Q
L
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g
o
n
e
o
r
m
o
r
e
s
t
a
n
d
a
r
d
s
a
r
e
d
i
s
p
l
a
y
e
d
i
n
b
o
l
d
.
3.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g
t
h
e
N
C
2
L
s
t
a
n
d
a
r
d
a
r
e
d
i
s
p
l
a
y
e
d
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g
r
a
y
.
4.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p
l
e
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
Re
f
e
r
t
o
a
n
a
l
y
t
i
c
a
l
r
e
p
o
r
t
s
f
o
r
i
n
f
o
r
m
a
t
i
o
n
o
n
w
h
i
c
h
a
n
a
l
y
s
e
s
w
e
r
e
p
e
r
f
o
r
m
e
d
.
5.
G
W
P
,
N
C
2
L
,
a
n
d
S
W
S
L
s
t
a
n
d
a
r
d
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q
S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(
h
t
t
p
s
:
/
/
d
e
q
.
n
c
.
g
o
v
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g
e
m
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g
e
m
e
n
t
-
p
e
r
m
i
t
-
g
u
i
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g
-
l
i
s
t
)
o
n
1
9
A
p
r
i
l
2
0
1
6
.
EQ
L
-
E
s
t
i
m
a
t
e
d
Q
u
a
n
t
i
t
a
t
i
o
n
L
i
m
i
t
GW
P
-
G
r
o
u
n
d
w
a
t
e
r
P
r
o
t
e
c
t
i
o
n
L
i
m
i
t
NC
2
L
-
T
i
t
l
e
1
5
A
o
f
t
h
e
N
o
r
t
h
C
a
r
o
l
i
n
a
A
d
m
i
n
i
s
t
r
a
t
i
v
e
C
o
d
e
,
S
u
b
c
h
a
p
t
e
r
2
L
S
t
a
n
d
a
r
d
s
SW
S
L
-
S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
L
i
m
i
t
MC
L
-
M
a
x
i
m
u
m
C
o
n
t
a
m
i
n
a
n
t
L
e
v
e
l
(
N
a
t
i
o
n
a
l
P
r
i
m
a
r
y
D
r
i
n
k
i
n
g
W
a
t
e
r
R
e
g
u
l
a
t
i
o
n
s
)
μ g/L
-
M
i
c
r
o
g
r
a
m
s
p
e
r
l
i
t
e
r
μ S/c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p
e
r
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
D
e
g
r
e
e
s
C
e
l
s
i
u
s
Fi
e
l
d
EP
A
6
0
1
0
EP
A
8
2
6
0
Ta
b
l
e
5
Ma
r
c
h
2
0
1
6
D
e
t
e
c
t
e
d
C
o
n
s
t
i
t
u
e
n
t
s
i
n
G
r
o
u
n
d
w
a
t
e
r
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
2
o
f
2
May 2016
Lo
c
a
t
i
o
n
Sa
m
p le
D
a
t
e
Me
t
h
o
d
C
o
n
s
t
i
t
u
e
n
t
Un
i
t
s
E
Q
L
G
W
P
N
C
2
L
S
W
S
L
MC
L
Ba
r
i
u
m
μ g/
L
5
-
7
0
0
1
0
0
2
0
0
0
Ca
d
m
i
u
m
μ g/
L
1
-2
1
5
Ch
r
o
m
i
u
m
(
II
I
+
V
I
)
μ g/
L
5
-
1
0
1
0
1
0
0
Ir
o
n
μ g/
L
5
0
-
3
0
0
3
0
0
-
Le
a
d
μ g/
L
5
-1
5
1
0
-
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n
g
a
n
e
s
e
μ g/
L
5
-5
0
5
0
-
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g/
L
1
-6
5
-
1,
2
-
d
i
c
h
l
o
r
o
p
r
o
p
a
n
e
μ g/
L
1
-
0
.
6
1
5
1,
2
-
d
i
c
h
l
o
r
o
b
e
n
z
e
n
e
μ g/
L
1
-
2
0
5
6
0
0
1,
4
-
d
i
c
h
l
o
r
o
b
e
n
z
e
n
e
μ g/
L
1
-6
1
7
5
Ac
e
t
o
n
e
μ g/
L
2
5
-
6
,
0
0
0
1
0
0
-
Ca
r
b
o
n
d
i
s
u
l
f
i
d
e
μ g/
L
1
-
7
0
0
1
0
0
-
Ch
l
o
r
o
b
e
n
z
e
n
e
μ g/
L
1
-
5
0
3
1
0
0
ci
s
-
1
,
2
-
d
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g/
L
1
-7
0
5
7
0
Tr
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g/
L
1
-3
1
5
Te
t
r
a
c
h
l
o
r
o
e
t
h
e
n
e
μ g/
L
1
-
0
.
7
1
5
Vi
n
y
l
c
h
l
o
r
i
d
e
μ g/
L
1
-
0
.
0
3
1
2
Fi
e
l
d
S
p
e
c
i
f
i
c
C
o
n
d
u
c
t
a
n
c
e
μ S/
c
m
-
--
-
-
pH
(
F
i
e
l
d
)
S
U
-
--
-
-
Te
m
p
°
C
-
--
-
-
No
t
e
s
:
1.
O
n
l
y
d
e
t
e
c
t
e
d
c
o
n
s
t
i
t
u
e
n
t
s
a
b
o
v
e
t
h
e
E
Q
L
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g
o
n
e
o
r
m
o
r
e
s
t
a
n
d
a
r
d
s
a
r
e
d
i
s
p
l
a
y
e
d
i
n
b
o
l
d
.
3.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g
t
h
e
N
C
2
L
s
t
a
n
d
a
r
d
a
r
e
d
i
s
p
l
a
y
e
d
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g
r
a
y
.
4.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p
l
e
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
R
e
f
e
r
t
o
a
n
a
l
y
t
i
c
a
l
r
e
p
o
r
t
s
f
o
r
i
n
f
o
r
m
a
t
i
o
n
o
n
w
h
i
c
h
a
n
a
l
y
s
e
s
w
e
r
e
p
e
r
f
o
r
m
e
d
.
5.
G
W
P
,
N
C
2
L
,
a
n
d
S
W
S
L
s
t
a
n
d
a
r
d
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q
S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
(
h
t
t
p
s
:
/
/
d
e
q
.
n
c
.
g
o
v
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g
e
m
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g
e
m
e
n
t
-
p
e
r
m
i
t
-
g
u
i
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g
-
l
i
s
t
)
o
n
1
9
A
p
r
i
l
2
0
1
6
.
EQ
L
-
E
s
t
i
m
a
t
e
d
Q
u
a
n
t
i
t
a
t
i
o
n
L
i
m
i
t
GW
P
-
G
r
o
u
n
d
w
a
t
e
r
P
r
o
t
e
c
t
i
o
n
L
i
m
i
t
NC
2
L
-
T
i
t
l
e
1
5
A
o
f
t
h
e
N
o
r
t
h
C
a
r
o
l
i
n
a
A
d
m
i
n
i
s
t
r
a
t
i
v
e
C
o
d
e
,
S
u
b
c
h
a
p
t
e
r
2
L
S
t
a
n
d
a
r
d
s
SW
S
L
-
S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
L
i
m
i
t
MC
L
-
M
a
x
i
m
u
m
C
o
n
t
a
m
i
n
a
n
t
L
e
v
e
l
(
N
a
t
i
o
n
a
l
P
r
i
m
a
r
y
D
r
i
n
k
i
n
g
W
a
t
e
r
R
e
g
u
l
a
t
i
o
n
s
)
μ g/L
-
M
i
c
r
o
g
r
a
m
s
p
e
r
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p
e
r
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
D
e
g
r
e
e
s
C
e
l
s
i
u
s
Fi
e
l
d
EP
A
6
0
1
0
EP
A
8
2
6
0
DM
W
-
0
2
A
D
M
W
-
0
2
B
D
M
W
-
0
5
D
U
P
D
M
W
-
0
5
D
M
W
-
0
6
D
M
W
-
0
8
D
M
W
-
0
9
D
M
W
-
A
D
M
W
-
B
Y
R
W
-
1
0
C
3/
2
4
/
2
0
1
6
3
/
2
2
/
2
0
1
6
3
/
2
2
/
2
0
1
6
3
/
2
2
/
2
0
1
6
3
/
2
4
/
2
0
1
6
3
/
2
3
/
2
0
1
6
3
/
2
3
/
2
0
1
6
3
/
2
4
/
2
0
1
6
3
/
2
3
/
2
0
1
6
3
/
2
4
/
2
0
1
6
1,
4
6
0
30
.
0
12
9
1
1
9
6
3
4
1
7
6
74.5
6
6
.
5
9
9
.
7
415
-
-
-
-
-
-
-
-
-
-
5.9
-
-
-
-
-
-
11.6 --
-
-
14
,
2
0
0
1
3
,
0
0
0
98
.
1
19
,
8
0
0
- 5,030 - 119,000
5.
7
-
-
-
-
-
-
-
-
-
-
-
2,
3
9
0
2
,
2
3
0
1
7
2
2
4
3
- 57.9 - 2,040
-
1.
4
-
-
5.
1
-----
--
-
-
2.
2
-----
-
-
-
-
-
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Table 7
Recent Methane Detections at Select Locations
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC May 2016
2015 2016
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec1 Jan Feb Mar Apr
NE Boundary Passive
EW-1 — — —63.1%——57.0%——61.5%——61.5%——56.7%
EW-2 ———62.5%——56.6%——59.3%——59.3%——54.7%
EW-3 — — —61.5%——55.7%——60.7%——58.7%——55.8%
GP-1L — 0.0% — — — — — 0.0%60.0% 32.2%——————
GP-1M ———————52.4% 56.3% 32.3%——————GP-1S —55.0%—————26.0% 37.2% 11.0%——————
GP-4D —54.5%—57.1%— — 3.4%35.2% 53.1% 31.7%——32.6%———
GP-4S —54.2%—59.4%— — 0.0%46.6% 53.0% 38.3%——48.9%———
GP-6 —5.8%—1.9%——0.0%0.0%0.1%0.0%——————
GP-8 —53.3%—47.2%——28.5%3.4%16.0% 14.1%——————
MP-16 0.1% 0.0% — 1.0% — — 0.3% — — 1.1% — — 4.4% — — 3.9%
MP-17 0.1% 0.0% —9.0%— — 3.2% 0.1% 0.1% 0.0% — — 0.0% — — 0.0%
MP-20 59.4% 49.0%—41.8%——31.2% 35.8% 38.1% 35.1%——33.3%——28.9%
MP-31 57.4% 53.4%—54.6%——55.1% 56.0% 56.1% 55.8%——55.8%——55.7%
MP-32 —54.0%—63.3%——56.2%56.7% 56.5% 56.4%——23.2%——23.8%
MP-45 — 0.0% — — — — 0.0% 0.0% 0.2% 0.1% ——————
MP-48 —28.0%—0.0%——0.0%1.0%0.3%0.0%——————
NE Boundary ActiveNE System — 1.0% — 0.6% — — 0.4% 0.0% 0.1% 0.0% — — 0.5% — — 0.6%
SU-01 0.0% 1.0% — — — — 0.0% 0.1% 0.0% 0.0% — — 0.2% — — 0.0%
SU-02 0.5% 1.7% — — — — 0.0% 0.2% 0.4% 0.3% — — 0.5% — — 0.9%
SU-03R 0.0%0.1%————0.0%0.0%0.2%0.0%——0.0%——0.0%
SU-06 1.1% 3.2% — — — — 0.0% 0.2% 0.9% 0.8% — — 0.8% — — 2.3%
SU-07 0.9% 2.6% — — — — 0.0% 0.2% 0.4% 0.2% — — 0.2% — — 1.3%
SU-08 0.3% 0.3% — — — — 0.0% 0.2%0.5% 0.3% — — 0.3% — — 0.6%
SU-09 0.0% 0.2% — — — — 0.0% 0.2% 0.1% 0.0% — — 0.1% — — 0.5%
NE Boundary Offsite
BP-5 0.0% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.2% 0.1% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0%
BP-6 0.7% 0.0% 4.1% 0.0% 1.2% 0.0% 0.0% 0.0% 0.2% 0.1% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0%
BP-7 0.0% 0.0% 0.0% 0.0% 4.9% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
JC School Atrium 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%S-1 0.0% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0%
S-3 0.0% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0%
S-5 0.0% 0.2% 0.3% 1.0% 0.1%0.0% 0.0% 0.0% 0.2% 1.1% 0.0% 4.1% 1.1% 0.0% 0.4% 0.0%
S-6 0.0% 0.0% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
S-7 0.3% 0.0% 0.9% 0.0% 0.2% 0.0% 0.0% 0.0% 0.2% 0.1% — — — — 0.0% 0.0%
Baseball Field Light Poles
BLP-05 0.0% — — 0.0% — — 2.5% — 0.1% 0.0% — — 0.0% — — 0.4%
BLP-10 0.0% — — 0.1% — —16.1%— — 0.0% — — 0.0% — — 0.0%
BLP-11 0.0% — — 1.5% — — 0.0% — — 0.0% — — 0.0% — — 0.0%
BLP-29 0.0% — — 0.1% — — 0.0% — — 0.0% — — 0.0% — — 0.7%
BSB-5 0.0% — — 0.1% — — 1.2% — — 0.0% — — 0.0% — — 0.0%
Baseball Fields Parking Lot
SD-05 0.0%— — 0.9% — — 0.0% — — 0.0% — — 0.0% — — 0.0%
Soccer Light Poles
SLP-02 0.0% — — 0.1% — — 0.8% — — 0.0% — — 0.0% — — 0.0%
SLP-03 0.0% — — 0.1% — —8.1%— — 0.0% — — 0.0% — — 0.0%
SLP-04 0.0% — — 0.2% — — 1.0% — — 0.0% — — 0.0% — — 0.0%
SLP-05 0.0% — — 0.0% — —5.8%— 0.4% 0.0% — — 0.0% — — 0.0%
HWY 49 Boundary
03 0.3% — — 0.0% — — 0.0% — — 0.1% — — 0.0% — — 0.0%
07 1.1% — — 2.1% — — 0.0% — — 2.2% — — 1.7% — — 0.0%
10 5.0%——47.3%——13.9%——47.4%——44.0%——38.7%11 — — —38.5%— — 0.0% — —38.6%——32.5%——46.8%
21 71.5%——75.0%——56.8%——74.2%——70.3%——66.7%
22 36.8%——70.1%——68.4%——69.3%——66.7%——69.3%
23 0.2% — — 0.1% — — 0.0% — — 0.2% — — 0.2% — — 0.0%24 59.7%——81.2%——35.1%——80.4%——61.9%——70.4%
27 0.1% — —23.8%— — 0.0% — —23.9%——22.2%——29.9%
RW-B 10.3%——35.8%— — 0.0% — —35.9%——38.8%——24.8%
RW-C 45.4%——17.9%——33.4%——18.0%——23.6%——16.9%
RW-D 0.8% — — 0.1% — — 0.0% — — 0.0% — — 0.0% — — 0.0%
Leatherman Golf (Offsite)
P-2 12.5%— — 0.0% — — 0.0% — — 0.1% — — 0.0% — — 0.0%
P-4 0.0% — — 3.2% — — 0.8% — — 3.3% — — 2.8% — — 2.7%
Clubhouse Active
CH System 0.2% — — 0.1% — — 0.0% — — 0.0% — — 0.0% — — 0.0%
SCV-1 1.0% — — 1.1% — — 0.0% — — 0.0% — — 0.0% — — 0.0%
SCV-3 0.6% — — 0.2% — — 0.0% — — 0.0% — — 0.0% — — 0.0%
SCV-4 0.2% — — 0.1% — — 0.0% — — 0.0% — — 0.0% — — 0.0%SCV-5 0.3% — — 0.1% — — 0.0% —— 0.0% — — 0.0% — — 0.0%
SCV-6 0.3% — — 0.1% — — 0.0% — — 0.0% — — 0.0% — — 0.0%
Notes:
1. Measurements for the month of December 2015 taken 4 January 2016 due to holiday school closure.
Locations are shown on the basis of methane measurements exceeding 0.1% in 2015 or 2016.
Blank cells indicate unavailable historical data or no reading taken.
Detection below Lower Explosive Limit (LEL, < 5%)
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FIGURES
Figure:
MAY 2016 1
SITE LOCATION MAP
FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CAROLINA
CHARLOTTE, NC
LANDFILL AREA A
1968-1972
LANDFILL AREA B
1974-1980
LANDFILL AREA E
1983-1984
LANDFILL AREA C
1972-1976
LANDFILL AREA D
1980-1983LANDFILL AREA F
1984-1986
CLUBHOUSE
RENAISSANCE
MAINTENANCE BUILDING
BILLY
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REFERENCES:
1. PROPERTY LINES OBTAINED FROM MECKLENBURG
COUNTY GIS.
2. U.S.G.S. 7.5 MINUTE QUADRANGLE CHARLOTTE WEST,
DATED 1993, PHOTOREVISED 1996.
0 2000' 4000'
SCALE IN FEET
N
PROPERTY LINE
LANDFILL AREA F
1984-1986 LANDFILL
AREA D
1980-1983
LANDFILL
AREA E
1983-1984
LANDFILL
AREA B
1974-1980
LANDFILL
AREA A
1968-1972
LANDFILL
AREA C
1972-1976
DMW-02DDW-03
YRW-06A
ST-1
DMW-08
DDW-02
YRW-08A
DDW-01
YRW-09A
DDW-01A
YRW-10C
SC-1
NT-2
YRW-07
DDW-06
DDW-05
DMW-09
ST-2
SC-2
DMW-A
NT-1
DMW-B
YRW-11B
WSW-2
WSW-3
DMW-05
DDW-03A
DMW-06 DMW-02B
DMW-02A
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NEB-PZ-3
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REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM NC
ONEMAP GEOSPATIAL PORTAL WEB SITE,DATED 2010.
2. PROPERTY LINES OBTAINED FROMMECKLENBURG COUNTY GIS.
3. WELL AND MONITORING LOCATIONS
APPROXIMATED FROM DRAWINGSPREPARED BY HDR. LANDFILL AREASOBTAINED FROM DRAWINGS PREPARED BYHDR.
APPROXIMATE PROPERTY BOUNDARY
STREAM
SHALLOW MONITORING WELL
(SCREEN <25 ft BGL)
INTERMEDIATE MONITORING WELL
(SCREEN 25-65 ft BGL)
DEEP MONITORING WELL(SCREEN >65 ft BGL)
STREAM SAMPLE LOCATION
WATER SUPPLY WELL
PIEZOMETER
0 600'1200'
SCALE IN FEET
N
LEGEND
K:\_PROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2016-05 SPRING\GC5699F002.DWG (20 May 2016) mfabrizio
Figure:
MAY 2016 2
GROUNDWATER AND SURFACE WATERSAMPLING LOCATIONS AND SELECTED SITE FEATURES
FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CAROLINA
CHARLOTTE, NC
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BLP-18BLP-17BLP-16
BLP-15
BLP-7
BLP-14
BLP-13
BLP-12
BLP-11
SOU
T
H
T
R
Y
O
N
S
T
(
H
W
Y
4
9
)
TY
V
O
L
A
R
D
T
Y
V
O
L
A
R
D
FIE
L
D
1
(SO
C
C
E
R
)
FIE
L
D
2
(SO
C
C
E
R
)
FIE
L
D
3
(SO
C
C
E
R
)
FIELD 3(BASEBALL)
FIELD 2(BASEBALL)
FIELD 1(BASEBALL)
FIELD 5(BASEBALL)
FIELD 4(BASEBALL)
BLP-2
BLP-8
BLP-19
BLP-20
BLP-21
BLP-22
BLP-23
BLP-24
BLP-25 BLP-26
BSB-3
SLP-10
SLP-7
BLP-9 BLP-4
BLP-5
BLP-10
BLP-27 BLP-28 BLP-29
BLP-3
BLP-1 BLP-6
BSB-2
BSB-5
SLP-9
SLP-8
SLP-6
SLP-5 SLP-3
BSB-1
SLP-4
BSB-4
FIE
L
D
4
(SO
C
C
E
R
)
SLP-1
SLP-2
BLP-30
SD-01
SD-02SD-03
SD-04
SD-05SD-06
SD-17
SD-18
SD-19
SD-20SD-21
SD-22
SD-24
SD-23
SD-25
SD-27
SD-28 SD-29
SD-30
SD-26
SD-14 SD-15
SD-16
SD-12
SD-13
SD-10
SD-11
SD-07
SD-08
SD-09
LEATHERMANMAINTENANCE
BUILDING
RENAISSANCE
MAINTENANCE
BUILDING
GOLFCLUBHOUSE
SD-39
SD-40
SD-42
SD-43
SD-41
SD-32
SD-38
SD-37
SD-36
SD-35
SD-34SD-33
SD-31
S
U
G
A
R
C
R
E
E
K
SO
U
T
H
TR
I
B
U
T
A
R
Y
NORT
H
TR
I
B
U
T
A
R
Y
K:\_PROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2016-05 SPRING\GC5699F003.DWG (20 May 2016) mfabrizio
Figure:
MAY 2016 3A
LANDFILL GASMONITORING FEATURES AND STRUCTURES(1 of 2)FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CAROLINA
CHARLOTTE, NC
REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM NC
ONEMAP GEOSPATIAL PORTAL WEB SITE,DATED 2010.
2. PROPERTY LINES OBTAINED FROM
MECKLENBURG COUNTY GIS.
APPROXIMATE PROPERTY BOUNDARY
STREAM
LIGHT POLE
SCORE BOARD
STORM DRAINS
MANHOLE
0 500'1000'
SCALE IN FEET
LEGEND
N
SEE FIGURE 3B
BLP-18
BLP-17
BLP-16
BLP-15
BLP-7
BLP-14
BLP-13
BLP-12
BLP-11
BLP-2
BLP-8
BLP-19
BLP-20
BLP-21
BLP-22
BLP-23
BLP-24
BLP-25
BLP-26
BSB-3
SLP-10
SLP-7
BLP-9 BLP-4
BLP-5
BLP-10
BLP-27 BLP-28
BLP-29
BLP-3
BLP-1 BLP-6
BSB-2
BSB-5
SLP-9
SLP-8
SLP-6
SLP-5 SLP-3
BSB-1
SLP-4
BSB-4
SLP-1
SLP-2
BLP-30
SD-01
SD-02
SD-03
SD-04
SD-05SD-06
SD-17
SD-18
SD-19
SD-20
SD-21
SD-22
SD-24
SD-23
SD-25
SD-27
SD-28
SD-29
SD-30
SD-26
SD-14
SD-15
SD-16
SD-12
SD-13
SD-10
SD-11
SD-07
SD-08
SD-09
SD-40
SD-42
SD-43
SD-41
NO
R
T
H
TRI
B
U
T
A
R
Y
REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM NC
ONEMAP GEOSPATIAL PORTAL WEB SITE,
DATED 2010.
2. PROPERTY LINES OBTAINED FROMMECKLENBURG COUNTY GIS.
APPROXIMATE PROPERTY BOUNDARY
STREAM
LIGHT POLE
SCORE BOARD
STORM DRAINS
0 200'400'
SCALE IN FEET
LEGEND
K:\_PROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2016-05 SPRING\GC5699F003.DWG (20 May 2016) mfabrizio
Figure:
MAY 2016 3B
LANDFILL GAS
MONITORING FEATURES AND STRUCTURES
(2 of 2)FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CAROLINA
CHARLOTTE, NC
N
SUGAR
LANDFILL AREA F
1984-1986
LANDFILLAREA D1980-1983
LANDFILLAREA E1983-1984
LANDFILLAREA B1974-1980
LANDFILL
AREA A
1968-1972
LANDFILL
AREA C
1972-1976
WSW-2
WSW-3
YRW-09A
YRW-08A
C
R
E
E
K
SO
U
T
H
TRIB
U
T
A
R
Y
NO
R
T
H
TR
I
B
U
T
A
R
Y
S
U
G
A
R
REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM NC
ONEMAP GEOSPATIAL PORTAL WEB SITE,DATED 2010.
2. PROPERTY LINES OBTAINED FROMMECKLENBURG COUNTY GIS.
3. WELL AND MONITORING LOCATIONS
APPROXIMATED FROM DRAWINGSPREPARED BY HDR. LANDFILL AREASOBTAINED FROM DRAWINGS PREPARED BYHDR.
4. DMW-02A NOT REPRESENTATIVE OF STATIC
CONDITIONS, NOT USED IN CONTOURING.
APPROXIMATE PROPERTY BOUNDARY
STREAM
GROUNDWATER ELEVATION (FT. NGVD)
GROUNDWATER CONTOUR INTERVAL
GROUNDWATER FLOW DIRECTION
SHALLOW MONITORING WELL(SCREEN <25 ft BGL)
INTERMEDIATE MONITORING WELL(SCREEN 25-65 ft BGL)
DEEP MONITORING WELL
(SCREEN >65 ft BGL)
WATER SUPPLY WELL
0 600'1200'
SCALE IN FEET
LEGEND
K:\_PROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2016-05 SPRING\GC5699F004.DWG (20 May 2016) mfabrizio
Figure:
MAY 2016 4
POTENTIOMETRIC SURFACE MAP(21 MARCH 2016)
FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CAROLINA
CHARLOTTE, NC
SOUT
H
T
R
Y
O
N
S
T
(
H
W
Y
4
9
)
T
Y
V
O
L
A
R
D
TY
V
O
L
A
R
D
(575.26)
N
LANDFILL AREA F
1984-1986
LANDFILLAREA D
1980-1983
LANDFILLAREA E1983-1984
LANDFILLAREA B1974-1980
LANDFILL
AREA A
1968-1972
LANDFILLAREA C1972-1976
WSW-2
WSW-3
YRW-09A
YRW-08A
S
U
G
A
R
C
R
E
E
K
SOU
T
H
TRIBUTARYNO
R
T
H
TR
I
B
U
T
A
R
Y
NOTES
1. RESULTS SHOWN IN MICROGRAMS PER LITER (ug/L).
2. NC 2L - TITLE 15A OF THE NORTH CAROLINA ADMINISTRATIVECODE, SUBCHAPTER 21 2L STANDARDS.
3. ONLY DETECTED CONSTITUENTS ABOVE 2L STANDARDS ARE
SHOWN.
4. FOR FULL LEGEND AND REFERENCES, SEE FIGURE 2.
0 600'1200'
SCALE IN FEET
LEGEND
K:\_PROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2016-05 SPRING\GC5699F005.DWG (20 May 2016) mfabrizio
Figure:
MAY 2016 5
MARCH 2016 2L GROUNDWATER EXCEEDANCES
FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CAROLINA
CHARLOTTE, NC
TY
V
O
L
A
R
D
SOUT
H
T
R
Y
O
N
S
T
(
H
W
Y
4
9
)
T
Y
V
O
L
A
R
D
DMW-01
3/24/2016
IRON 17,100
MANGANESE 22,600
1,2-DICHLOROPROPANE 2.7
1.4-DICHLOROBENZENE 15.1
TRICHLOROETHENE 3.8
VINYL CHLORIDE 2.8
DDW-01
3/24/2016
TETRACHLOROETHENE 1.4
CHROMIUM 10.0
DMW-06
3/24/2016
MANGANESE 172
1,2-DICHLOROPROPANE 2.2
TRICHLOROETHENE 5.5
TETRACHLOROETHENE 1.7
VINYL CHLORIDE 3.7
DMW-A
3/24/2016
CHROMIUM (III+IV)11.6
IRON 5,030
MANGANESE 57.9
DMW-02
3/23/2016
IRON 2,990
MANGANESE 75.3
DMW-05
3/22/2016
IRON 14,200
MANGANESE 13,000
DMW-08
3/23/2016
IRON 19,800
MANGANESE 243.0
YRW-10C
3/24/2016
IRON 119,000
MANGANESE 2,040
DMW-02A
3/24/2016
BARIUM 1,460
DMW-01
3/6/2015
BARIUM 700
CHROMIUM (III+IV)10
IRON 300
MANGANESE 50
1,2-DICHLOROPROPANE 0.6
1.4-DICHLOROBENZENE 6
TRICHLOROETHENE 3
TETRACHLOROETHENE 0.7
VINYL CHLORIDE 0.03
MONITORING WELL I.D.
SAMPLE DATE
NC 2LEXCEEDANCE CRITERIA
N
DDW-02
NO EXCEEDANCES
DDW-03A
NO EXCEEDANCES
DDW-05
NO EXCEEDANCES
DDW-06
NO EXCEEDANCES
DMW-09
NO EXCEEDANCES
DMW-B
NO EXCEEDANCES
DDW-01A
NO EXCEEDANCES
DDW-03
NO EXCEEDANCES
DMW-02B
3/22/2016
TETRACHLOROETHANE 1.1
APPROXIMATE PROPERTY BOUNDARY
STREAM
Figure:
MAY 2016 6
APRIL 2016 NORTHEASTBOUNDARY LANDFILL GAS MONITORING RESULTS
FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CAROLINA
CHARLOTTE, NC
NOTES
1. ONLY PROBES MONITORED IN APRIL 2016 ARE SHOWN. THEFOLLOWING POINTS WHICH ARE INCLUDED IN THE LANDFILL GASSAMPLING PLAN COULD NOT BE LOCATED: BP-1, BP-4, MP-33,
MP-34, MP-35, AND S-8.
2. SU AND EW WELLS ARE NOT INCLUDED IN THE MONITORINGPROGRAM AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES.
APPROXIMATE PROPERTY BOUNDARY
LEGEND
S-4 (59.4)
N
0 200'400'
SCALE IN FEET
NORTHEAST BOUNDARY1
6
0 2000'4000'
SCALE IN FEET
KEY MAP
AREA 1
(NORTHEAST BOUNDARY)
REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM NC ONEMAP
GEOSPATIAL PORTAL WEB SITE, DATED 2010.
2. PROPERTY LINES OBTAINED FROM MECKLENBURG COUNTY GIS.
3. METHANE MONITORING PROBE LOCATIONS APPROXIMATED
FROM DRAWING PREPARED BY HDR.
METHANE MONITORING PROBE LOCATION
PASSIVE EXTRACTION WELL
SYSTEM EXTRACTION WELL
SAMPLE LOCATION ID
PERCENT METHANE (%)
02 (0.0)
05 (0.0)
03 (0.0)
04 (0.0)
06 (0.0)
23 (0.0)
25 (0.0)RW-B (24.8)
27 (29.9)
28 (0.0)
29 (0.0)
30 (0.0)
Figure:
MAY 2016 7
APRIL 2016 SOUTH TRYON STREETLANDFILL GAS MONITORING RESULTS
FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CALROLINA
CHARLOTTE, NC
0 200'400'
SCALE IN FEET
NOTES
1. ONLY PROBES MONITORED IN APRIL 2016 ARE
SHOWN. THE FOLLOWING POINTS COULD NOT BELOCATED: 09, 12, 26, AND P-5.
APPROXIMATE PROPERTY BOUNDARY
METHANE MONITORING PROBE
LOCATION
LEGEND
SOUTH TRYON STREET CORRIDOR1
7
0 100'200'
SCALE IN FEET
RENAISSANCEMAINTENANCE BUILDING2
7
BP-9 (0.0)
0 2000'4000'
SCALE IN FEET
KEY MAP
AREA 1
(TRYON ST. CORRIDOR)
AREA 2(RENAISSANCEMAINTENANCE BUILDING)
N
REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM
NC ONEMAP GEOSPATIAL PORTAL WEB
SITE, DATED 2010.
2. PROPERTY LINES OBTAINED FROM
MECKLENBURG COUNTY GIS.
3. METHANE MONITORING PROBESAPPROXIMATED FROM DRAWING
PREPARED BY HDR.
S-4 (59.4)
SAMPLE LOCATION ID
PERCENT METHANE (%)
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APPENDIX A
Sampling Field Data Sheets
APPENDIX B
Groundwater Sampling Comparison Study
1300 South Mint Street, Suite 410Charlotte, North Carolina 28203PH704.227.0840www.geosyntec.com
GC5699A\FINAL Appendix B - GW Sampling Comparison Study.docx
Memorandum
Date: 31 May 2016
To: Ms. Jaclynne Drummond – NCDEQ DWM SWS
From:
Copies to:
David Hanley, P.E. and Jeffrey M. Ahrens, P.E. - Geosyntec
Doug Pierotti – City of Charlotte
Subject: Technical Memorandum - Groundwater Sampling Methodology Comparison
Study
Former York Road Landfill, Charlotte, North Carolina
1. INTRODUCTION
On behalf of the City of Charlotte, Geosyntec Consultants of NC, PC (Geosyntec) has prepared
this Technical Memorandum summarizing a Groundwater Sampling Methodology Comparison
Study for the Former York Road Landfill (Site), located at along West Tyvola Parkway and
South Tryon Street (Highway 49) in Charlotte, Mecklenburg County, North Carolina. The
purpose of this report is to evaluate an alternative groundwater sampling technique using
passive-diffusion bag (PDB) samplers. The objective of this effort is to demonstrate whether
representative sample data for volatile organic compounds (VOCs) and metals (RCRA metals,
iron, manganese, and mercury) can be obtained using dual-membrane PDB samplers in order to
evaluate whether an alternative groundwater sampling technique to well-purge volume sampling
can be used to provide high quality data which accurately represents groundwater quality at the
Site. PDB sampling has demonstrated advantages to well-purge volume sampling which include
reduced field efforts required in data collection, reduced volume of investigation derived wastes
(IDW) generated, and as result, lower relative costs for sampling efforts. This study was
performed pursuant to a 19 February 2016 letter (Subject: Notification of Groundwater Sampling
Comparison Study) from Geosyntec on behalf of the City of Charlotte to Jaclynne Drummond of
the NC Department of Environmental Quality (DEQ) which stated the intent and general
approach to conduct this study. This technical memorandum provides an overview of the
evaluated sampling techniques, a summary of the activities performed, a presentation of the
Groundwater Sampling Methodology Comparison Study
31 May 2016
Page 2
GC5699A\FINAL Appendix B - GW Sampling Comparison Study.docx
laboratory data and a comparison of results, and recommendations for sampling techniques to be
employed during future efforts at the Site.
2. OVERVIEW OF GROUNDWATER SAMPLING TECHNIQUES
The following sections present an overview of groundwater sampling techniques used in this
study.
2.1 Current Well-Purge/Low-Flow Sampling
Current groundwater sampling at the site employs a hybrid of well-purge and low-flow sampling
techniques. The sampling methodology is described in the Site Water Quality Monitoring Plan
(WQMP; Delta, 2004). Prior to sample collection, each well is purged of three to five times the
volume of standing water in the well casing. Wells purged dry are allowed to recover
sufficiently to allow for sampling collection. If recovery takes longer than eight hours to occur,
the well may be sampled within a 24-hour period of purging. Purged water is discharged to the
ground surface at each well. In addition to purging volume requirements, field parameters are
monitored during purging to assess stabilization. Temperature, pH, and specific conductivity of
purged water are measured, and stabilization is achieved when temperature and specific
conductivity are within ±10% on successive measurements and pH variance is within ±0.02 pH
over three consecutive measurements.
The combination of well-purge volume requirements and stabilization criteria of field parameters
represents a hybrid of low-flow and well-purge sampling techniques. Well-purge sampling is
sometimes referred to as “conventional” sampling because it has been the approach most widely
employed in past decades. In theory, this technique removes stagnant well water and brings
fresh water into the well from the adjacent aquifer formation(s), thus providing a flow-weighted
sample of the aquifer adjacent to the entire well screen interval or open borehole. The relatively
high degree of pumping stress associated with well-purge sampling mixes contaminant
concentrations from various contributing zones and can induce movement of contaminants into
the well from zones not adjacent to the well screen (ITRC, 2004). Depending on the amount of
water in the well, this method can generate a large volume of purge water requiring management
and disposal. Low-flow sampling methods were developed to minimize disturbance of the
groundwater system and reduce turbidity in samples. For the low-flow method, completion of
purging is based on stabilization of field parameters. Stabilization parameters monitored during
purging often include temperature, pH, conductivity, dissolved oxygen, ORP, and turbidity. The
pumping rate is set such that the drawdown within the well reaches steady-state. Once some or
all of the field parameters have stabilized within preset criteria, sampling may commence from
Groundwater Sampling Methodology Comparison Study
31 May 2016
Page 3
GC5699A\FINAL Appendix B - GW Sampling Comparison Study.docx
the pump discharge stream. The sampling methodology currently employed at the Site uses
parameter stabilization elements of low-flow sampling, but does not necessarily require
stabilization of drawdown during sampling.
Under the current groundwater sampling schedule, groundwater samples are collected
semiannually (in March and September) from eighteen groundwater monitoring wells per event,
at the Site. Typically, the time invested (which also includes surface water sampling) is around
50 worker-hours per sampling event.
2.2 Passive Diffusion Bag Sampling
The proposed PDB sampling methodology uses Dual Membrane PDB samplers produced by
EON Products, Inc. which are capable of collecting samples for analysis of both metals and
VOCs. The Dual Membrane PDBs use two semipermeable membranes and rely on the diffusion
process where select compounds will migrate across the membrane barriers. Traditional PDBs
have been widely used since 1998 and feature a single membrane capable of allowing VOCs to
diffuse across it, but not larger molecules (such as metals). Traditional PDB samplers consist of
laboratory-grade water enclosed in a low-density polyethylene (LDPE) sleeve, and are deployed
to a target depth interval within a screened zone or open borehole of a well. The samplers are
then allowed to reach equilibrium with the groundwater, at which time they are retrieved and the
sample is transferred to a standard laboratory container for submittal and analysis. The Dual
Membrane PDBs include a second, more porous upper membrane which allows larger molecules
including metals to diffuse across it. Therefore, the Dual Membrane PDBs can be used to collect
samples for analysis of both VOCs and metals. Dual Membrane PDBs were recently developed
and as a result there is a limited record of their use compared to single membrane PDBs. A
summary of comparative results of Dual Membrane PDBs to other sampling methods provided
by EON Products is included as Attachment A to this memorandum.
Advantages associated with PDB sampling methods include reduced sampling effort due to ease
of deployment and sampling, minimized waste generation and handling requirements, and cost
savings. Traditional PDBs have been shown to produce representative groundwater samples
under a variety of hydrogeologic conditions.
3. SCOPE AND METHODS
The comparison study consisted of sampling a subset of Site wells using both dual-membrane
PDB sampling and the well-purge/low-flow sampling method currently employed at the Site for
analysis of VOCs and metals which are typically analyzed at selected wells. Six wells
representing a range of detected constituents and well construction types were sampled using
Groundwater Sampling Methodology Comparison Study
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Dual Membrane PDBs. During the previous sampling event in September 2015, these six wells
collectively had detections of every analyte detected at concentrations above the Title 15A North
Carolina Administrative Code (NCAC), Subchapter 2L Standards (2L Standards) in Site
groundwater since 2008.Figure 1 presents the well sampling locations at the Site, and a
summary of well construction details and the constituents of interest for each well are presented
in Table 1.
Passive sampling of the six comparison study wells was employed during the March 2016
semiannual sampling event in two mobilizations. During the first mobilization to the Site on 3
March 2016, Geosyntec field staff deployed one PDB in each of the six selected wells at the
midpoint of the screened interval, or the midpoint of the water column if the screen was not fully
submerged. The PDBs were allowed to equilibrate for 21 days, which is consistent with the
three-week equilibration period recommended by EON Products. During the second
mobilization on 24 March 2016 (conducted concurrently with the semiannual sampling event),
Pace Analytical Service (Pace) field staff removed the PDBs from the wells and the water from
the PDBs was collected in laboratory-provided sample containers. Immediately after each PDB
was recovered, its associated well was sampled by the well-purge/low-flow technique
historically used at the Site. Both sets of samples from each well were transported to the Pace
laboratory (Charlotte, NC) on ice, under chain-of-custody, and analyzed for parameters typically
analyzed at each well as described in the WQMP. Field data sheets for groundwater sampling
efforts are included as an attachment to the Semi-Annual Monitoring Report — First Half 2016
(SAMR; Geosyntec, 2016).
4. ANALYTICAL RESULTS AND COMPARISON ANALYSIS
The following sections present the basis for comparison of analytical data between the two
sampling methods analyzed and the results of the comparison study.
4.1 Comparison Overview
The Interstate Technology Regulatory Council (ITRC) guidance document Technical and
Regulatory Guidance for Using Polyethylene Diffusion Bag Samplers to Monitor Volatile
Organic Compounds in Groundwater (ITRC, 2004) provides guidance on comparing PDB
sampling results with other sampling methods. The document explains that differences between
analytical results are expected due to inherent differences between sampling methodologies, and
that similar results between sampling methods should not be a requirement for PDB data to be
acceptable. Instead, the analytical results should be evaluated as “consistent, coherent, and
interpretable in context with all available information.” The ITRC guidance document indicates
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that statistical approaches can be utilized to perform side-by-side comparisons between data
collected sequentially by altering methods; however, comparison of PDB data to historical data
collected through purge sampling methods may also be acceptable. Examples of comparison
criteria include relative percent difference (RPD) between data pairs, data comparison to the
laboratory reporting limit (e.g. sample results close to the report limit may be evaluated
differently than results with higher concentrations), and relative magnitude of sample results
(e.g., if one PDB sample result is greater than or equal to the conventional sample result, PDB
sampling is considered acceptable for the well).
Methods used herein to compare data sets included calculations of the RPD to evaluate the
correlation of the PDB data to the well-purge/low-flow sampling data. Additionally, a
comparison of non-detect results obtained from both methods was conducted to identify potential
false positive or negative results.
The RPD between data points was calculated as the quotient of the difference between the results
and the average of the results using the formula below.
ܴܲܦ = ቆܥଵ െܥଶ
భାమଶ
ቇ × 100%
Where: C1 = the concentration by one sampling method
C2 = the concentration of the compared sampling method
The calculated RPD values were compared against the EPA Region IV validation limit of 30%
for aqueous duplicate samples. Sample results were considered to compare well if the RPD
between concentrations was less than 30%, or if both sample results were below 5 micrograms
per liter (ȝg/L) because of the high degree of variability in the RPD for small differences in
concentrations at this level.
A summary of the March 2016 comparison study groundwater analytical detections is presented
in Table 2 and the associated laboratory analytical report is included as an attachment to the
Semi-Annual Monitoring Report (Geosyntec, 2016). Low levels of some VOCs and metals were
detected in samples collected from the six comparison study wells in March 2016. Several
compounds were detected in multiple wells at concentrations above the 2L Standards. One or
more VOCs exceeded their 2L Standard in three of the six monitoring wells sampled, and one or
more metals were detected above their 2L Standard in five of the six wells sampled. For
reference, Table 3 presents a summary of historical constituent of interest concentrations at each
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of the six comparison study wells via well-purge/low-flow sampling techniques, from March
2008 through March 2016.
4.2 Comparison of Well-Purge/Low-Flow and PDB Sample Results
The well-purge/low-flow and PDB groundwater sample results were initially compared on a
point-by-point basis for 346 sample pair data points (6 paired sample locations, analyzed using
EPA Method 6010 & 7470 [metals] and EPA Method 8260 [VOCs]). The 346 sample pairs
generally compared well: 87% of the data pairs (300) were non-detect in both the well-
purge/low-flow sample and its corresponding PDB sample, while 10% of the data pairs (36)
were detected in both sample types, and 3% of data pairs (10) were detected in one sample type
but not the other. To focus the comparison study analysis on constituents of interest for this Site,
this dataset was reduced to 47 sample pair data points which include constituents that were
detected at a concentration above their 2L Standard at least once since 2008 in at least one of the
six wells. These constituents are included in Table 1.
The 47 paired comparisons are subdivided in Table 4 into the four categories listed below on the
basis of constituent detection:
x “Both Non-Detect” – The compound was not detected in the well-purge/low-flow sample
nor the PDB sample. One of the data pairs was Both Non-Detect. Note that 299 other
data pairs were also Both Non-Detect, which were not included in the focused subset of
47 pairs under investigation, as these were of compounds that were not recently detected
above the 2L Standard at the Site.
x “False Positives” – The compound was not detected in the well-purge/low-flow sample
but was detected in the PDB sample. Three of the paired comparisons were False
Positives. The False Positive results are discussed in further detail in Section 4.2.1.
x “False Negatives” – The compound was detected in the well-purge/low-flow sample but
was not detected in the PDB sample. Seven of the paired comparisons were False
Negatives. The False Negative results are discussed in further detail in Section 4.2.2.
x “Both Detect” – The compound was detected in both the well-purge/low-flow sample and
the PDB sample. A total of 36 paired comparisons were Both Detect. A statistical
evaluation of these sample results is provided in Section 4.2.3.
The concentrations of metals in groundwater sampling results can be influenced by the presence
of turbidity in the sampled groundwater. Generally, higher turbidity levels in groundwater
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samples corresponds with higher metals concentrations as sorbed metals in turbid water
contributes to higher concentrations in the aqueous sample. Turbidity effects may have
influenced well-purge/low-flow metal results during this study. Although turbidity was not
directly measured during sampling, sample appearance was noted for each well-purge/low-flow
sample, which can be used as a proxy for turbidity. Well-purge/low-flow samples from five of
the six wells were described as “clear”, while the sixth well, DMW-A, was noted as “murky”,
indicating a higher turbidity level. DMW-A was also the well with the least agreement between
PDB results and well-purge/low-flow results, and well-purge/low-flow concentrations were
higher than PDB concentrations for each detected metal. The five wells with well-purge/low-
flow samples described as “clear” generally had better agreement between well-purge/low-flow
and PDB metals concentrations. Based on these observations, it appears likely that the well-
purge/low-flow metals results form DMW-A were influenced by turbidity, leading to higher
metals concentrations. In this case, it appears likely that the PDB metals results are actually
more representative of groundwater concentrations in DMW-A than well-purge/low-flow results
because turbidity effects are reduced.
4.2.1 Evaluation of False Positive Data Pairs
As shown in Table 4, there are three False Positive results; chlorobenzene and trichloroethene in
DDW-01, and lead in YRW-10C. Each of these results had a PDB concentration close to the
laboratory Estimated Quantitation Limit (EQL) for the analyte in question, and were of relatively
ORZPDJQLWXGHȝJ/. Additionally, the False Positive results demonstrate the ability of
Dual-Membrane PDBs to detect constituents that are present in groundwater that were not
detected using well-purge/low-flow sampling.
4.2.2 Evaluation of False Negative Data Pairs
As shown in Table 4, there are six False Negative results: all of which involved a metal analyte
being detected in the well-purge/low-flow samples, but not the PDB sample. These False
Negative data pairs are examined in greater detail below:
x DDW-01 (Manganese), DMW-01 (Cadmium, Chromium [III+VI]), DMW-02A (Lead):
Each of these detections in the well-purge/low-flow samples was close to its laboratory
EQL, and therefore relatively small variability in concentrations could lead to non-
detection.
x DMW-06 (Iron): The well-purge/low-flow detection of 98.1 ȝJ/LVQHDUO\DQRUGHURI
magnitude larger than its EQL. This result indicates that the iron concentration from
PDB sampling in this well was likely not representative of actual groundwater conditions.
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One possible explanation is that chemical reactions could have occurred which led to
changes in the iron concentration within the PDB. For example, redox chemistry changes
could lead to precipitation of iron, which could reduce the dissolved iron concentration in
the PDB. The well-purge/low-flow iron concentration in this well was below its 2L
Standard of 300 ȝJ/
x DMW-A (Chromium [III + VI], Manganese): Detections for both of these constituents in
the well-purge/low-flow sample are an order of magnitude larger than their EQLs. As
previously discussed, turbidity may have influenced metals concentrations in the well-
purge/low-flow sample in DMW-A, and the lower metals concentrations from the PDB
sample may be more representative of groundwater conditions in this well.
4.2.3 Evaluation of Both Detect Data Pairs
Table 5 presents the Both Detect data pairs and the RPD between the two samples in each pair.
Figure 2 presents the PDB data plotted as a function of the well-purge/low-flow sample results
for each of the constituents detected with both sampling methods. A line representing 1:1
correlation of well-purge/low-flow and PDB sample results is shown on the figure for
comparison. The figure illustrates that the analytical results obtained using the PDB samplers
are generally well correlated to the well-purge/low-flow sampling results. A clear bias with
higher or lower concentrations using one sampling method is not evident. Several apparent
outliers are present, which are discussed below.
Both Detect data pairs with sample results exhibiting a RPD less than 30% were considered to
compare well. Calculated RPD values greater than 30% were evaluated in further detail for
potential biases. As discussed in the ITRC guidance document, RPD values between duplicate
samples collected using the sample sampling method can be high, and comparisons between
sampling methods should be considered in this context. RPD values greater than 30% for this
comparison are not necessarily indicative of failure of the PDB sampling method, but rather
indicate the need to consider the possible causes of the variability. Of the 35 Both Detect data
pairs, 32 had RPDs of 30% or less, or had PDB results which were higher than the associated
well-purge/low-flow results (indicating a conservative result of the PDB sampling method in the
well), or had results in which both the PDB and the well-purge result were both less than 5 μg/L
(indicating that the high degree of variability is influenced by the small relative differences in
concentrations at this level). The remaining Both Detect sample pairs which fall outside these
three criteria are examined in closer detail below.
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x DMW-06 (manganese): This data pair has a well-purge/low-flow result of 172 ȝg/L and
D3'%UHVXOWRIȝJ/Although the PDB manganese concentration was lower than
the well-purge/low flow manganese concentration, it is within the range of historical
detections at this well (as shown in Table 3-4).
x DMW-A (barium): The well-purge/low-flow result was ȝJ/and the PDB result
was ȝJ/. While the PDB result is within the range of historical detections at this
well, it is lower than detections during recent sampling events, and the well-purge/low
flow result consistent with recent trends. This result indicates that the barium
concentration from PDB sampling in this well was likely not representative of actual
groundwater conditions. However, the results are both within the same order of
magnitude and are well below the 2L standard for barium.
x DMW-A (iron): The iron detection in the PDB sample at DMW-A (65.4 ȝJ/is two
orders of magnitude below its corresponding well-purge/low-flow result ȝJ/.
As previously discussed, turbidity may have influenced metals concentrations in the well-
purge/low-flow sample in DMW-A, and the lower metals concentrations from the PDB
sample may be more representative of groundwater conditions in this well.
Collectively, the results of Both-Detect compounds compare well for most data pairs, including
VOCs and metals. Several discrepancies with the metals results discussed above may result
from difficulty for metals to reach equilibrium with groundwater in some conditions. However,
in cases where turbidity may be affecting well-purge/low-flow metals results, the lower PDB
metals concentrations may be more representative of aquifer conditions.
CONCLUSIONS AND RECOMMENDATIONS
A groundwater sampling comparison study between dual-membrane PDB and low-flow/well-
purge sampling methods was conducted at the Former York Road Landfill with a goal of
evaluating the PDB sampling method as an alternative for use in long-term monitoring at the
Site. This evaluation demonstrated that the PDB sampling technology generally provides
analytical data for Site constituents that are representative of aquifer conditions at the wells
evaluated based on a side-by-side comparison with well-purge/low-flow sample results and in
consideration of historical groundwater trends. Out of a total of 336 data pairs including both
VOCs and metals, 326 data pairs were either Both Detect of Both Non-Detect. The 10 data pairs
that were either False Negative or False Positive were generally low values close to the estimated
quantitation limit, or may have been influenced by turbidity. Variability between analytical data
generated using both sampling methods was generally low.
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Metals PDB sample results compared less favorably to their well-purge/low flow counterparts
than VOC PDB results, and may have been influence by effects from turbidity and/or chemical
reactions. The high degree of pumping stress associated with the well-purge/low-flow sampling
technique relative to PDB sampling can induce turbidity into samples that can increase metals
concentrations. In these cases, PDB metals samples may be more representative of groundwater
conditions than well-purge/low-flow metals samples. Select False Negative metals data pairs
could have resulted from chemical reactions such as iron precipitation within the PDB, a
phenomenon which has been observed in Dual Membrane PDBs but is not yet fully understood.
These exceptions are not so significant that data quality objectives of groundwater sampling at
the Site are not met, but the potential limitations of metals sampling using this technology should
be considered when evaluating groundwater data collected using PDBs.
Based on the results of this evaluation, it is recommended that future Site groundwater
monitoring activities for VOCs and metals be conducted using dual-membrane PDB sampling.
This sampling method provides the advantages of decreased liquid IDW generation and lower
sampling effort, while still providing quality groundwater data. Long term trends in VOC and
metals data at the Site should be evaluated in the context of a change in sampling methodologies
to PDBs upon implementation of this change.
6. REFERENCES
Delta Environmental Consultants, 2004. Water Quality Monitoring Plan, Former York Road
Landfill.
Geosyntec Consultants of NC, PC, 2016. Semi-Annual Monitoring Report — First Half 2016,
Former York Road Landfill.
ITRC, 2004. Technical and Regulatory Guidance for Using Polyethylene Diffusion Bag
Samplers to Monitor Volatile Organic Compounds in Groundwater. Interstate
Technology & Regulatory Council Diffusion Sampler Team. February 2004.
*****
TABLES
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0
0
24
.
0
2
2
.
6
11
1
1
2
3
1
,
4
6
0
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5
3
0
6
3
4
5
8
8
66.5
2
6
.
2
415
5
0
6
Ca
d
m
i
u
m
μ g/
L
1
-2
1
5
--
1.
1
--
-
-
-
-
-
-
-
Ch
r
o
m
i
u
m
(
I
I
I
+
V
I
)
μ g/
L
5
-
1
0
1
0
1
0
0
10
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0
8
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5
5
.
6
-
5
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9
5
.
7
-
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11.6 ---
Ir
o
n
μ g/
L
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0
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3
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-
76
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17
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4
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9
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-
5,030 65.4 119,000
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0
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a
d
μ g/
L
5
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5
1
0
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7
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-
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5
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3
Ma
n
g
a
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μ g/
L
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-5
0
5
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7.1
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22
,
6
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3
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1
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7
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9
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μ g/
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μ g/
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6
1
5
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7
2
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5
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2
1
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7
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-
d
i
c
h
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o
b
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e
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e
μ g/
L
1
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2
0
5
6
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0
--
3
.
6
3
.
4
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c
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μ g/
L
1
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1
7
5
--
15
.
1
1
3
.
1
--
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5
4
.
1
----
Ac
e
t
o
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e
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L
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5
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6
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0
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0
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7
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7
5
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5
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Ch
l
o
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z
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7
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5
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7
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s
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c
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e
t
h
e
n
e
μ g/
L
1
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05
7
0
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11
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1
2
3
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0
2
1
.
3
--
28
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3
2
1
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1
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Tr
i
c
h
l
o
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t
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e
μ g/
L
1
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1
5
-
3.
6
3
.
8
4
.
0
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5
4
.
2
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Te
t
r
a
c
h
l
o
r
o
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t
h
e
n
e
μ g/
L
1
-
0
.
7
1
5
1
.
4
8
.
9
--
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-
1.
7
1
.
2
----
Vi
n
y
l
c
h
l
o
r
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d
e
μ g/
L
1
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0
3
1
2
--
2.
8
2
.
5
--
3.
7
2
.
4
----
No
t
e
s
:
1.
O
n
l
y
d
e
t
e
c
t
e
d
c
o
n
s
t
i
t
u
e
n
t
s
a
b
o
v
e
t
h
e
E
Q
L
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g
o
n
e
o
r
m
o
r
e
s
t
a
n
d
a
r
d
s
a
r
e
d
i
s
p
l
a
y
e
d
i
n
b
o
l
d
.
3.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g
t
h
e
N
C
2
L
s
t
a
n
d
a
r
d
a
r
e
d
i
s
p
l
a
y
e
d
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g
r
a
y
.
4.
G
W
P
,
N
C
2
L
,
a
n
d
S
W
S
L
s
t
a
n
d
a
r
d
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q
S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(
h
t
t
p
s
:
/
/
d
e
q
.
n
c
.
g
o
v
/
a
b
o
u
t
/
d
i
v
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s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g
e
m
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g
e
m
e
n
t
-
p
e
r
m
i
t
-
g
u
i
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
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g
/
e
n
v
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t
a
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i
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t
)
o
n
1
9
A
p
r
i
l
2
0
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6
.
WP
/
L
F
-
W
e
l
l
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P
u
r
g
e
/
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o
w
-
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l
o
w
PD
B
-
P
a
s
s
i
v
e
D
i
f
f
u
s
i
o
n
B
a
g
EQ
L
-
E
s
t
i
m
a
t
e
d
Q
u
a
n
t
i
t
a
t
i
o
n
L
i
m
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t
GW
P
-
G
r
o
u
n
d
w
a
t
e
r
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r
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e
c
t
i
o
n
L
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t
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2
L
-
T
i
t
l
e
1
5
A
o
f
t
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e
N
o
r
t
h
C
a
r
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l
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n
a
A
d
m
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n
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t
r
a
t
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e
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o
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e
,
S
u
b
c
h
a
p
t
e
r
2
L
S
t
a
n
d
a
r
d
s
SW
S
L
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S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
L
i
m
i
t
MC
L
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M
a
x
i
m
u
m
C
o
n
t
a
m
i
n
a
n
t
L
e
v
e
l
(
N
a
t
i
o
n
a
l
P
r
i
m
a
r
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D
r
i
n
k
i
n
g
W
a
t
e
r
R
e
g
u
l
a
t
i
o
n
s
)
μ g/L
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m
i
c
r
o
g
r
a
m
s
p
e
r
l
i
t
e
r
μ S/
c
m
-
m
i
c
r
o
s
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e
m
e
n
s
p
e
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e
n
t
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m
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t
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r
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t
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a
r
d
u
n
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t
s
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g
r
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s
C
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DM
W
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1
DM
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2
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DM
W
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6
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r
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h
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c
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s
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o
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p
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s
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n
S
t
u
d
y
Gr
o
u
n
d
w
a
t
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r
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a
m
p
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e
s
Fo
r
m
e
r
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o
r
k
R
o
a
d
L
a
n
d
f
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l
l
Ch
a
r
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t
t
e
,
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o
r
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h
C
a
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i
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a
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b
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2
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s
t
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e
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t
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t
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n
t
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t
a
t
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m
p
a
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s
o
n
S
t
u
d
y
W
e
l
l
s
(
D
D
W
-
0
1
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
C
o
n
s
t
i
t
u
e
n
t
B
a
r
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u
m
C
h
r
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m
i
u
m
(
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+
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)
I
r
o
n
M
a
n
g
a
n
e
s
e
1
,
1
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d
i
c
h
l
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t
h
a
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e
C
h
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c
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s
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r
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Un
i
t
s
μ g/
L
μ g/
L
μ g/
L
μ g/
L
μ g/
L
μ g/
L
μ g/
L
μ g/
L
μ g/
L
NC
2
L
7
0
0
1
0
3
0
0
5
0
6
5
0
7
0
3
0
.
7
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1
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2
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t
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1
5
A
o
f
t
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e
N
o
r
t
h
C
a
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a
A
d
m
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t
r
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t
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b
c
h
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p
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L
S
t
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n
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r
d
s
SW
S
L
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l
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d
W
a
s
t
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e
c
t
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o
n
L
i
m
i
t
μ g/
L
-
m
i
c
r
o
g
r
a
m
s
p
e
r
l
i
t
e
r
J
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e
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t
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m
a
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d
d
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c
t
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n
b
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w
l
a
b
o
r
a
t
o
r
y
r
e
p
o
r
t
i
n
g
l
i
m
i
t
No
t
e
s
:
1.
O
n
l
y
c
o
n
s
t
i
t
u
e
n
t
s
o
f
i
n
t
e
r
e
s
t
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
Th
e
s
e
c
o
n
s
t
i
t
u
e
n
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May 2016
Ta
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No
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s
:
1.
O
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c
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c
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b
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N
C
2
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2.
V
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C
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b
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3.
B
l
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4.
N
C
2
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C
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P
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May 2016
Ta
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Hi
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Tetrachloroethene Vinyl chloride
Un
i
t
s
μ g/
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μ g/
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μ g/
L
μ g/
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μ g/
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μ g/
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μ g/
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μ g/
L
μ g/
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μ g/
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μ g/L μ g/L
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A
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N
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g
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No
t
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s
:
1.
O
n
l
y
c
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t
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f
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t
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c
t
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s
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b
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v
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N
C
2
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s
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a
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d
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r
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s
.
2.
V
a
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s
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d
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g
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r
N
C
2
L
o
r
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W
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L
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d
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d
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n
b
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l
d
a
n
d
s
h
a
d
e
d
g
r
a
y
.
3.
B
l
a
n
k
t
a
b
l
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e
n
t
r
i
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s
i
n
d
i
c
a
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a
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c
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w
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a
m
p
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d
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d
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c
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d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
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d
a
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d
s
w
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d
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19
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.
Sa
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May 2016
Ta
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2.
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g
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a
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3.
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k
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d
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4.
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C
,
P
C
May 2016
Ta
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4
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Table 5
RPD Between Well-Purge/Low-Flow and PDB Sample Results
Former York Road Landfill
Charlotte, North Carolina
Well ID Constituent of
Interest
WP/LF
(μg/L)
PDB
(μg/L)
Relative
Percent
Difference
RPD < 30%PDB Result >
WP/LF Result
Both Results <
5 μg/L
Barium 24.0 22.6 6%Yes No No
Chromium (III+VI) 10.0 8.5 16%Yes No No
Iron 76.1 85.4 12%Yes Yes No
1,1-dichloroethane 1.7 6.5 117%No Yes No
cis-1,2-dichloroethene 2.5 11.1 126%No Yes No
Tetrachloroethene 1.4 8.9 146%No Yes No
Barium 111 123 10%Yes Yes No
Iron 17,100 14,800 14%Yes No No
Manganese 22,600 23,700 5%Yes Yes No
1,1-dichloroethane 1.6 1.5 6%Yes No Yes
1,2-dichloropropane 2.7 2.5 8%Yes No Yes
1,2-dichlorobenzene 3.6 3.4 6%Yes No Yes
1,4-dichlorobenzene 15.1 13.1 14%Yes No No
Chlorobenzene 2.7 2.5 8%Yes No Yes
cis-1,2-dichloroethene 23.0 21.3 8%Yes No No
Trichloroethene 3.8 4.0 5%Yes Yes Yes
Vinyl chloride 2.8 2.5 11%Yes No Yes
Barium 1,460 1,530 5%Yes Yes No
Chromium (III+VI) 5.9 5.7 3%Yes No No
Acetone 57.7 58.5 1%Yes Yes No
Barium 634 588 8%Yes No No
Manganese 172 108 46%No No No
1,1-dichloroethane 5.1 3.8 29%Yes No No
1,2-dichloropropane 2.2 1.7 26%Yes No Yes
1,4-dichlorobenzene 5.5 4.1 29%Yes No No
Chlorobenzene 3.7 2.6 35%No No Yes
cis-1,2-dichloroethene 28.3 21.1 29%Yes No No
Trichloroethene 5.5 4.2 27%Yes No No
Tetrachloroethene 1.7 1.2 34%Yes No Yes
Vinyl chloride 3.7 2.4 43%No No Yes
Barium 66.5 26.2 87%No No No
Iron 5,030 65.4 195%No No No
Barium 415 506 20%Yes Yes No
Iron 119,000 132,000 10%Yes Yes No
Manganese 2,040 1,690 19%Yes No No
Chlorobenzene 1.1 1.6 37%No Yes Yes
Notes:
μg/L - micrograms per liter RPD = Relative Percent Difference =
WP/LF - Well-Purge/Low-Flow
PDB - Passive Diffusion Bag Where:C1 = the concentration by one sampling method
C2 = the concentration of the compared sampling method
DDW-01
DMW-A
DMW-06
DMW-02A
DMW-01
YRW-10C
Geosyntec Consultants of NC, PC May 2016
FIGURES
LANDFILL AREA F
1984-1986 LANDFILL
AREA D
1980-1983
LANDFILL
AREA E
1983-1984
LANDFILL
AREA B
1974-1980
LANDFILL
AREA A
1968-1972
LANDFILL
AREA C
1972-1976
DMW-02DDW-03
YRW-06A
ST-1
DMW-08
DDW-02
YRW-08A
DDW-01
YRW-09A
DDW-01A
YRW-10C
SC-1
NT-2
YRW-07
DDW-06
DDW-05
DMW-09
ST-2
SC-2
DMW-A
NT-1
DMW-B
YRW-11B
LM-1
LM-2
WSW-2
WSW-3
DMW-05
DDW-03A
DMW-06 DMW-02B
DMW-02A
DMW-01
NEB-PZ-3
NEB-PZ-2
NEB-PZ-1
REFERENCES
1. AERIAL PHOTOGRAPHY OBTAINED FROM NC
ONEMAP GEOSPATIAL PORTAL WEB SITE,DATED 2010.
2. PROPERTY LINES OBTAINED FROMMECKLENBURG COUNTY GIS.
3. WELL AND MONITORING LOCATIONS
APPROXIMATED FROM DRAWINGSPREPARED BY HDR. LANDFILL AREASOBTAINED FROM DRAWINGS PREPARED BYHDR.
APPROXIMATE PROPERTY BOUNDARY
STREAM (SUGAR/IRWIN CREEK)
SHALLOW MONITORING WELL
(SCREEN <25 ft BGL)
INTERMEDIATE MONITORING WELL
(SCREEN 25-65 ft BGL)
DEEP MONITORING WELL(SCREEN >65 ft BGL)
STREAM SAMPLE LOCATION
WATER SUPPLY WELL
PIEZOMETER
0 600'1200'
SCALE IN FEET
N
LEGEND
K:\_PROJECTS\C\CITY OF CHARLOTTE\YORK ROAD LANDFILL\FIGURES\GC5699.04\2016-05 SPRING\GC5699F002.DWG (5 May 2016) mfabrizio
Figure:
MAY 2016
GROUNDWATER AND SURFACE WATERSAMPLING LOCATIONS AND SELECTED SITE FEATURES
FORMER YORK ROAD LANDFILLCHARLOTTE, NORTH CAROLINA
CHARLOTTE, NC
LEATHERMAN
MAINTENANCE BUILDING
RENAISSANCE
MAINTENANCEBUILDING
GOLFCLUBHOUSE
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YRW-10CYRW-10C
GRAPHICAL COMPARISON OF WELL-PURGE AND PDB SAMPLE RESULTS )LJXUH 2 0$<&+$5/277(1&)250(5<25.52$'/$1'),//&+$5/277(1257+&$52/,1$
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ATTACHMENT A
EON Dual Membrane Passive Diffusion Sampler
Comparative Results Summary
P.O. Box 443, Snellville, Georgia 30078-0443
800-474-2490 770-978-9971 Fax: 770-978-8661
www.eonpro.com
Dual Membrane Passive Diffusion Sampler
Comparative Results Summary
The attached table provides an updated list of laboratory results comparing analyte concentrations from the
Dual Membrane Passive Diffusion Sampler to other methods of sampling. When reviewing the data the
following should be considered.
•dŚĞƵĂůDĞŵďƌĂŶĞWĂƐƐŝǀĞŝĨĨƵƐŝŽŶ^ĂŵƉůĞƌƉĞƌĨŽƌŵƐŝŶĞdžĂĐƚůLJƚŚĞƐĂŵĞǁĂLJĂƐƚŚĞĐŽŵŵŽŶůLJƵƐĞĚƐŝŶŐůĞ
ŵĞŵďƌĂŶĞWĂƐƐŝǀĞŝĨĨƵƐŝŽŶĂŐ^ĂŵƉůĞƌ;WͿƐĂŵƉůĞƌǁŝĚĞůLJŝŶƵƐĞƐŝŶĐĞϭϵϵϴ͘dŚĞĂĚĚŝƚŝŽŶŽĨĂƐĞĐŽŶĚ
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•dŚĞŽǀĞƌǁŚĞůŵŝŶŐŵĂũŽƌŝƚLJŽĨƐĂŵƉůĞƐǁĞƌĞĂĐƋƵŝƌĞĚďLJƉůĂĐŝŶŐƚŚĞƵĂůDĞŵďƌĂŶĞWĂƐƐŝǀĞŝĨĨƵƐŝŽŶƐĂŵƉůĞƌ
ŝŶƚŚĞǁĞůů͕ĂůůŽǁŝŶŐĂŶĞƋƵŝůŝďƌĂƚŝŽŶƉĞƌŝŽĚŽĨϮͲϯǁĞĞŬƐ͕ƌĞĐŽǀĞƌŝŶŐƚŚĞƐĂŵƉůĞƌ͕ĂŶĚƚŚĞŶŝŵŵĞĚŝĂƚĞůLJ
ƐĂŵƉůŝŶŐƚŚĞƐĂŵĞůŽĐĂƚŝŽŶďLJƚŚĞĐŽŵƉĂƌĂƚŝǀĞŵĞƚŚŽĚ͘
•dŚĞh^WZĞŐŝŽŶϲĂĚŽƉƚĞĚƵƐĞĚZĞůĂƚŝǀĞWĞƌĐĞŶƚŝĨĨĞƌĞŶĐĞ;ZWͿĐŽŵƉĂƌŝƐŽŶŽĨƚŚĞĐŽŶĐĞŶƚƌĂƚŝŽŶďĞƚǁĞĞŶ
ƐĂŵƉůĞƐĨƌŽŵƚŚĞƚǁŽƚĞĐŚŶŝƋƵĞƐ͘'ĞŶĞƌĂůůLJ͕ŝĨƐĂŵƉůĞƉĂŝƌƐƐŚŽǁĞĚĂŶZWŽĨϮϬйŽƌůĞƐƐƚŚĞƌĞƐƵůƚƐǁĞƌĞ
ĐŽŶƐŝĚĞƌĞĚĐŽŵƉĂƌĂďůĞ͘ZĞƐƵůƚƐǁŝƚŚZWƐŐƌĞĂƚĞƌƚŚĂƚϮϬйƐŚŽƵůĚďĞĨƵƌƚŚĞƌƌĞǀŝĞǁĞĚŝŶůŝŐŚƚŽĨǁĞůů
ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐĂŶĚƐĂŵƉůŝŶŐƌŽƵƚŝŶĞƚŽĚĞƚĞƌŵŝŶĞŽĨƚŚĞLJƐŚŽǁĂŶĂĐĐĞƉƚĂďůĞĐŽƌƌĞůĂƚŝŽŶ͘
•ĞŵŝŶĚĨƵůŽĨƚŚĞƐŝnjĞŽĨƚŚĞƐĂŵƉůĞƐĞƚǁŚĞŶĚƌĂǁŝŶŐĐŽŶĐůƵƐŝŽŶƐĂďŽƵƚƚŚĞĐŽŵƉĂƌŝƐŽŶŽĨƌĞƐƵůƚƐďĞƚǁĞĞŶƚǁŽ
ŵĞƚŚŽĚƐĨŽƌĂƐŝŶŐůĞĐŽŵƉŽƵŶĚ͘^ŵĂůůĚĂƚĂƐĞƚƐŵĂLJďĞƌĞƉƌĞƐĞŶƚĂƚŝǀĞ͖ŚŽǁĞǀĞƌĂŽŶĞŽƌƚǁŽŽƵƚůŝĞƌƐĐĂŶƐŬĞǁ
ƚŚĞĚĂƚĂ͘
•/ƚŝƐĞdžƉĞĐƚĞĚƚŚĂƚƌĞƐƵůƚƐŵĂLJĚŝĨĨĞƌďĞƚǁĞĞŶƚǁŽŵĞƚŚŽĚƐĂƐĂĨƵŶĐƚŝŽŶŽĨŝŶĚŝǀŝĚƵĂůƐĂŵƉůŝŶŐĞǀĞŶƚƐŽƌǁĞůů
ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͘ĨĨĞĐƚƐĨƌŽŵƚƵƌďŝĚŝƚLJ͕ĨŽƌĞdžĂŵƉůĞ͕ǁŽƵůĚƚĞŶĚƚŽĞůĞǀĂƚĞŵĞƚĂůƐĐŽŶĐĞŶƚƌĂƚŝŽŶƐŝŶƐĂŵƉůĞƐ
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ƚƵƌďŝĚŝƚLJ͘ĚŝĨĨĞƌĞŶĐĞŝŶƌĞƐƵůƚƐĚŽĞƐŶŽƚĂƵƚŽŵĂƚŝĐĂůůLJŵĞĂŶŽŶĞƐĂŵƉůŝŶŐŵĞƚŚŽĚŝƐďĞƚƚĞƌŽƌǁŽƌƐĞƚŚĂŶ
ĂŶŽƚŚĞƌ͘sĂƌŝĂƚŝŽŶƐŽĨŐƌĞĂƚĞƌƚŚĂŶϮϬйZWĐĂŶďĞŽďƐĞƌǀĞĚĞǀĞŶǁŚĞŶƵƐŝŶŐƚŚĞƐĂŵĞƐĂŵƉůŝŶŐŵĞƚŚŽĚ
ƌĞƉĞĂƚĞĚůLJ͘
•dŚĞĚĂƚĂƚĂďůĞŝƐďĞŝŶŐƵƉĚĂƚĞĂƐĂĚĚŝƚŝŽŶĂůƌĞƐƵůƚƐĂƌĞŽďƚĂŝŶĞĚ͘WůĞĂƐĞĐŚĞĐŬďĂĐŬǁŝƚŚƵƐƉĞƌŝŽĚŝĐĂůůLJĨŽƌƵƉĚĂƚĞƐ͘
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APPENDIX C
Northeast Boundary Landfill Gas Extraction
System Pilot Test
1300 South Mint Street, Suite 410Charlotte, North Carolina 28203PH704.227.0840www.geosyntec.com
GC5699A\FINAL Appendix C - Pilot Study Report.docx
Memorandum
Date: 31 May 2016
To: Ms. Jaclynne Drummond – NCDEQ DWM SWS
From:
Copies to:
David Hanley, P.E. and Jeffrey M. Ahrens, P.E. - Geosyntec
Doug Pierotti – City of Charlotte
Subject: Technical Memorandum – Northeast Boundary Landfill Gas Extraction System
Pilot Test
Former York Road Landfill, Charlotte, North Carolina
1. INTRODUCTION
On Behalf of the City of Charlotte, Geosyntec Consultants of NC, PC (Geosyntec) is providing
this report to summarize the methods and results of a pilot test to evaluate the potential
effectiveness of a supplemental, in-soil, perimeter gas extraction system along the northeast (NE)
boundary at the Former York Road Landfill (the Site). This pilot test represents the next step in
the phased approach to address possible methane migration in the NE boundary area. This pilot
study was carried out with the purpose of evaluating the use of active extraction well points in
the soil screened below the depth of the existing extraction system’s trench to prevent off-Site
migration of landfill gas.
2. BACKGROUND
Occasional detections of methane in off-Site subsurface probes near the NE boundary have
indicated that methane migration past the existing NE boundary extraction system may be
occurring. Methane measurements in the vicinity of the trench extraction system have indicated
that a methane migration pathway may be present in the subsurface between the bottom of the
trench (approximately 17 feet below ground surface [ft bgs]) and the water table (approximately
20 to 40 ft bgs). Also, vacuum measurements in probes located outside and in the immediate
vicinity of the extraction trench indicate that the current extraction system is not typically
providing vacuum influence to these areas. These findings were supported by the results of
recent investigative activities including a temporary surface liner pilot study and installation of
Groundwater Sampling Methodology Comparison Study
31 May 2016
Page 2
GC5699A\FINAL Appendix C - Pilot Study Report.docx
three piezometers, which were installed to gain a better understanding of subsurface lithology
and hydrogeology. In consideration of the information gathered during pilot study activities and
piezometer installation, Geosyntec’s recommended path forward was to evaluate alternative
mitigation options to address the methane migration pathway in the subsurface at depths below
the trench and above the water table. Geosyntec recommended that the City consider
investigating the use of active extraction well points in the soil screened below the depth of the
trench to prevent migration across this interval. The newly installed piezometers presented an
opportunity to evaluate the use of active extraction wells because they are partially screened in
the unsaturated zone. A pilot-scale evaluation was conducted by applying vacuum to recently
installed piezometer NEB-PZ-2 and monitoring the extracted gas and vacuum influence in the
subsurface. The remainder of this document presents the procedures and results of this pilot test.
3. VACUUM MONITORING PROBE INSTALLATION
During the 19 January 2016 pilot test, the piezometer NEB-PZ-2 was used as an extraction point
to collect vapors from the subsurface. This piezometer was selected to be used as an extraction
well during this pilot test because of its location and design. NEB-PZ-2 is located in the vicinity
of possible methane migration along the NE boundary. The piezometer is screened with
approximately 10 ft of screened length extending above the water table during typical conditions.
The top of the screen is approximately 2.5 ft deeper than the reported bottom of the trench.
These design factors will allow for collection of vapors from the unsaturated zone below the
bottom of the extraction trench and are similar to what may be used in the design of a full-scale
extraction system. During the pilot test, vacuum levels in the subsurface surrounding NEB-PZ-2
were monitored to evaluate the vacuum radius of influence of the pilot extraction system. For
this purpose, vacuum monitoring probes (VMPs) were installed at varying distances from the
extraction point prior to implementation of the pilot test.
Three VMPs (VMP-01, VMP-02, and VMP-03) were installed at locations shown on Figure 1 at
distances of 8, 16, and 24 feet from NEB-PZ-2. Based on Geosyntec’s experience with vapor
extraction systems at sites with similar piedmont geology, the extent of vacuum influence within
the subsurface was expected to fall within this range. VMPs were installed using hollow stem
auger (HSA) drilling methods on 8 January 2016 by Geologic Exploration, Inc. under
observation by Geosyntec.
Construction logs for VMPs are included as Attachment A. VMPs were constructed of 1-inch
diameter Schedule 40 PVC riser and screen. VMPs were installed to depths of 30 to 31 ft bgs,
corresponding to the approximate top of the water table as observed following NEB-PZ-02
installation, with 10-ft screened lengths. The VMP well screens have a slot size of 0.020 inches.
Groundwater Sampling Methodology Comparison Study
31 May 2016
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GC5699A\FINAL Appendix C - Pilot Study Report.docx
A sand filter pack consisting of coarse #3 sand was installed in the annulus around the screen to a
height of 2 to 2.5 ft above the top of the screen. A 2-ft thick bentonite seal was placed above the
sand pack and the remainder of the borehole annulus was grouted to the surface with neat cement
grout. The wells were completed with a well cap and an 8-inch diameter bolt-locking traffic-
rated manhole within a 2 ft by 2 ft concrete pad.
4. PILOT TEST PROCEDURES
Vapor extraction pilot testing activities were conducted at the Site on 19 January 2016 utilizing a
trailer mounted extraction system suitable for the generally low-permeability soil type in the
unsaturated zone at the Site. Pilot testing equipment included a Roots URAI 22 Positive
Displacement (PD) Blower with a 3 hp, 3450 RPM, 115/230V, 29/14.5 amp, 60 hz Baldor
electric motor capable of providing up to approximately 163 inches of water column (in w.c.,
equivalent to 12 inches of mercury) vacuum; an in-line air filter; moisture separator; vacuum and
pressure gauges. This system was constructed with explosion-proof equipment and run from a
15 kW generator. Pilot system components were mounted on a trailer placed adjacent to NEB-
PZ-2.
During the test, vacuum was provided to NEB-PZ-2 via a hose connection to the pilot test
system. A step test was conducted by providing vacuum at five vacuum levels ranging up to the
maximum possible vacuum available from the system blower. Each vacuum step continued for a
duration of approximately one to two hours.
During the performance of the pilot test, the following information was collected and recorded
on the field testing form:
x testing start/finish time;
x weather conditions during testing;
x extracted air velocity;
x applied wellhead vacuum;
x vacuum response at nearby VMP locations and select nearby gas probes, recorded using
digital manometers and/or magnehelic gauges;
x landfill gas concentration measurements of extracted air at the NEB-PZ-2 wellhead, at
VMPs, and at select nearby gas probes using a handheld landfill gas monitor (Landtec
GEM 2000);
x atmospheric pressure readings using the handheld landfill gas monitor; and
x volume of fluid condensate recovered during the performance of the pilot test.
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31 May 2016
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GC5699A\FINAL Appendix C - Pilot Study Report.docx
The probes monitored for vacuum and landfill gas during the pilot test were:
x VMP-01 (screened from 21 to 31 ft bgs), VMP-02, and VMP-03 (both screened from 20
to 30 ft bgs);
x GP-4S and GP-4D, located approximately 20 feet (estimated) from NEB-PZ-02 and on
the opposite side of the extraction trench. These probes are both believed to be screened
within the range of 20 to 30 ft bgs based on historical documents;
x MP-32, located approximately 60 feet (estimated) from NEB-PZ-02 in the direction of
the landfill waste boundary (southwest) with a total depth of approximately 17 ft bgs;
x SU-2, an active extraction well screened within the trench, located approximately 30 feet
(estimated) from NEB-PZ-02, to the northwest;
x SU-8, an active extraction well screened within the trench, located approximately 150
feet (estimated) from NEB-PZ-02, to the southeast;
x An Unidentified Probe located within an 8-inch diameter flush-mount vault
approximately 64 feet southeast of NEB-PZ-02, and on the same side of the extraction
trench as NEB-PZ-02, with a measured total depth of 32.5 ft bgs and a depth to water of
approximately 31 ft bgs.
Baseline readings of vacuum and landfill gas concentrations were monitored prior to initiating
the pilot test, and again after the conclusion of the pilot test. Extraction was initiated at 10:35
and was carried out continuously until shutdown at 16:40.
5. PILOT TEST RESULTS
Operational data collected during pilot testing is presented in Table 1, and measurements from
nearby monitoring probes are presented in Table 2. The results are depicted graphically in
Figures 2 through 4. A photographic log of pilot testing activities is included as Attachment B.
The results are summarized as follows:
x Weather conditions observed during the pilot test were cold, with a low temperature of
14°F during the morning and warming up to a maximum temperature of approximately
36°F. The ground was observed to be frozen during the morning. Conditions were clear
and sunny throughout the test.
x Atmospheric pressure was observed to increase during the morning from approximately
09:00 until system startup at 10:35 and then decrease until approximately 13:00, where it
remained level for the duration of the test. A single atmospheric pressure reading taken
after system shutdown indicated another increase had occurred.
Groundwater Sampling Methodology Comparison Study
31 May 2016
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GC5699A\FINAL Appendix C - Pilot Study Report.docx
x Baseline readings indicated that the VMPs and nearby probes GP-4S and GP-4D were
under vacuum prior to system startup. Vacuum conditions were likely a result of
increasing atmospheric pressure at the time of measurement. It is also theorized that
vacuum influence from the active extraction trench may have been observed in these
probes and VMPs. It is notable that vacuum conditions have not been previously
observed in probes GP-4S and GP-4D during Geosyntec’s investigation activities.
However, the existing system could have been enhanced by the frozen ground conditions
limiting air intrusion in the trench and improving its radius of influence in the subsurface.
x Active extraction at NEB-PZ-2 was initiated at 10:35, and the first three vacuum steps
resulted in wellhead pressures of approximately 10, 26, and 50 in w.c. and flow rates
around 6, 10, and 16 standard cubic feet per minute (SCFM, with standard conditions of 1
atmosphere and 25°C). During these three vacuum steps, vacuum levels in VMPs, GP-
4S, and GP-4D were observed to steadily decrease until slightly positive pressures were
observed in each. The decrease in vacuum levels is likely attributable to decreasing
atmospheric pressure during this time interval (and possible thawing of the ground
surface and reduced influence from the extraction trench system). The decreases in
vacuum levels and subsequent positive pressures in these probes indicates that active
extraction from NEB-PZ-2 did not have measurable influence in these probes during the
first three vacuum steps.
x The fourth and fifth vacuum steps operated at approximately 100 and 135 in w.c., with
flow rates around 23 and 25 SCFM, respectively. During these steps, vacuum levels in
the three VMPs, GP-4S, and GP-4D increased, reaching a maximum of 0.51 in w.c.
measured at VMP-01. This increase is evidence of influence from the pilot test
extraction well. Additionally, vacuum levels were observed to be higher with increasing
proximity to the extraction well, providing further evidence of influence from the
extraction well. Atmospheric pressure remained constant throughout this time interval.
x One additional round of vacuum monitoring was conducted at the end of the pilot test
after extraction was stopped. At this time, vacuum levels in VMP-01 and VMP-02
dropped, while VMP-03, GP-4S, and GP-4D remained relatively stable. This suggests
that vacuum influence was largest in VMP-01 and VMP-02 (the two closest probes), and
it is uncertain whether VMP-03, GP-4S, and GP-4D were actually influenced by the
extraction well or perhaps by changing atmospheric conditions (atmospheric pressure
increased after system shutdown). Other probes (i.e. MP-32 and the Unidentified Probe)
that were more distant from the extraction well did not exhibit clear trends that would
suggest influence from the extraction well.
x Methane levels in the extracted vapor from NEB-PZ-2 initially measured 13.2% at
system startup. The methane concentration increased during the morning and peaked at
Groundwater Sampling Methodology Comparison Study
31 May 2016
Page 6
GC5699A\FINAL Appendix C - Pilot Study Report.docx
31.7% at 12:45 before decreasing to sustained levels around 0.3% in the afternoon.
GP-4S and GP-4D followed similar trends in methane levels, first increasing to a
maximum of 52.2%, and then decreasing substantially at higher vacuum extraction levels.
The three VMPs had very low methane concentrations throughout the pilot test, ranging
from 0.1% to 0.3% methane.
x The active extraction trench system continued operating during pilot testing, and the two
closest extraction points, SU-2 and SU-8, were monitored periodically. Vacuum levels,
methane levels, and flow rates at these wells were observed to be typical for this system
compared to historical operational observations.
6. CONCLUSIONS
The results of the pilot test indicate that a measurable vacuum influence was observed as far as
16 to 20 feet away in a direction parallel to the extraction trench at a wellhead vacuum of
approximately 135 in w.c. While the vacuum levels induced were relatively low (around 0.5 in
w.c.), this magnitude of vacuum is considered to be sufficient to induce air flow toward the
extraction well based on experience with similar systems. The results of the pilot test confirmed
the capability of a wellpoint vapor extraction system located between the existing extraction
trench and the landfill to provide vacuum influence in the interval below the bottom of the trench
and above the water table. The pilot test results are encouraging that a reasonable radius of
influence can be achieved and methane capture and removal from this interval is possible.
*****
TABLES
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Table 2: Readings from Nearby Probes Northeast Boundary Pilot Test
Former York Road Landfill
Geosyntec Consultants of NC, PC Page 1 of 1 February 2016
Location Date/Time CH4 % LEL % CO2 % O2 % Bal %
Baro. (in Hg)Vacuum (in w.c.)Comments
1/19/2016 09:05 23.7 >>> 12.3 13.7 50.1 29.64 0.42
1/19/2016 11:11 19.9 >>> 10.1 13.6 55.4 29.68 0.19
1/19/2016 12:11 37.8 >>> 22.8 7.0 32.3 29.65 0.12
1/19/2016 13:29 52.2 >>> 34.6 1.1 11.5 29.65 -0.04
1/19/2016 15:00 38.9 >>> 27.6 7.6 26.0 29.65 0.27
1/19/2016 16:10 13.1 >>> 5.4 17.2 64.6 29.65 0.30
1/19/2016 17:07 NM NM NM NM NM NM 0.25
1/19/2016 09:11 0.3 6 0.3 20.7 78.7 29.64 0.48
1/19/2016 11:13 11.6 >>> 3.7 16.6 68.4 29.68 0.20
1/19/2016 12:13 21.6 >>> 8.6 13.4 56.3 29.65 0.10
1/19/2016 13:31 38.8 >>> 22.2 5.0 33.6 29.65 -0.06
1/19/2016 15:02 46.0 >>> 26.1 6.6 22.0 29.65 0.27
1/19/2016 16:12 8.1 >>> 5.0 17.8 69.0 29.65 0.32
1/19/2016 17:08 NM NM NM NM NM NM 0.27
1/19/2016 09:22 23.2 >>> 15.2 7.5 53.5 29.66 0.00
1/19/2016 11:21 31.7 >>> 15.5 6.7 45.8 29.68 0.53
1/19/2016 12:25 28.8 >>> 11.8 10.7 48.8 29.66 0.08
1/19/2016 13:24 29.3 >>> 11.7 10.4 48.5 29.65 -0.06
1/19/2016 15:15 37.8 >>> 13.9 9.6 39.3 29.65 0.25
1/19/2016 17:15 NM NM NM NM NM NM -0.06
1/19/2016 13:34 0.4 >>> 1.9 19.6 78.1 29.65 0.04
1/19/2016 15:20 0.3 7 0.7 19.6 79.3 29.65 0.06
1/19/2016 17:05 NM NM NM NM NM NM 0.09
1/19/2016 10:19 1.4 27 1.2 19.9 77.4 29.69 NM
1/19/2016 11:35 29.5 >>> 22.6 9.0 39.1 29.66 NM
1/19/2016 12:30 29.1 >>> 21.4 10.4 39.0 29.66 NM
1/19/2016 08:55 0.5 11 1.4 19.8 78.2 29.63 -2.80 64 scfm
1/19/2016 11:05 0.3 6 1.3 19.3 79.1 29.68 -3.10 70 scfm
1/19/2016 12:17 0.5 10 1.8 19.4 78.3 29.66 -3.00 70 scfm
1/19/2016 13:10 0.9 18 2.1 19.4 77.6 29.65 -3.00 71 scfm
1/19/2016 15:07 1.3 28 3.0 18.1 77.6 29.65 -3.00 72 scfm
1/19/2016 17:10 NM NM NM NM NM NM -2.80 96 scfm
1/19/2016 09:30 0.3 6 0.8 19.6 79.1 29.66 -3.80 83 scfm
1/19/2016 11:31 0.3 7 1.1 19.7 78.8 29.66 -4.00 51 scfm
1/19/2016 12:04 0.5 10 0.9 20.3 78.4 29.66 -4.00 94 scfm
1/19/2016 15:22 0.7 >>> 1.2 19.8 78.3 29.65 -4.00 54 scfm
1/19/2016 15:22 0.7 14 1.1 19.3 78.8 29.65 -3.80 55 scfm
1/19/2016 16:14 1.0 20 >>> 18.4 78.4 29.65 -3.00 72 scfm
1/19/2016 17:00 NM NM NM NM NM 29.69 -5.10 81 scfm
1/19/2016 10:15 0.2 5 0.1 20.5 79.1 29.69 0.38
1/19/2016 11:15 0.2 4 0.7 19.6 79.3 29.68 NM
1/19/2016 12:24 0.2 5 0.2 20.6 78.8 29.66 NM
1/19/2016 13:19 0.1 3 0.2 20.7 78.9 29.65 NM
1/19/2016 15:14 0.2 4 0.2 20.0 79.4 29.65 NM
1/19/2016 17:11 NM NM NM NM NM NM 0.25
1/19/2016 10:13 0.2 4 0.1 20.5 79.1 29.69 0.48
1/19/2016 11:15 0.1 3 0.2 20.0 79.6 29.68 NM
1/19/2016 12:22 0.2 4 0.3 20.6 78.9 29.66 NM
1/19/2016 13:17 0.2 4 0.2 20.6 78.9 29.65 NM
1/19/2016 15:12 0.3 6 0.3 20.0 79.3 29.65 NM
1/19/2016 17:12 NM NM NM NM NM NM 0.26
1/19/2016 10:01 0.2 4 0.1 20.4 79.2 29.69 0.34
1/19/2016 11:19 0.2 4 0.1 20.0 79.6 29.68 NM
1/19/2016 12:20 0.2 5 0.5 20.5 78.6 29.66 NM
1/19/2016 13:15 0.2 4 0.6 20.5 78.5 29.65 NM
1/19/2016 15:10 0.3 6 0.7 19.7 79.3 29.65 NM
1/19/2016 17:13 NM NM NM NM NM NM 0.24
Notes:
CH4 - methane
LEL - lower explosive limit
CO2 - carbon dioxide
O2 - oxygen
Bal - Balance of other gases
Baro - barometric pressure
in Hg - inches of mercury
in w.c. - inches of water column
NM - not measured
Negative vacuum values indicate positive pressure
*Unknown probe is located 64 feet Southeast of NEB-PZ-2
VMP-2
VMP-1
VMP-3
SU-8
GP-4S
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MP-32
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Probe*
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ATTACHMENT A
VMP Well Construction Logs
City of Charlotte\York Road Landfill\NE Boundary CSM\NE Boundary Piezometers\VMP-01 Construction Log
WELL CONSTRUCTION LOGSTANDARD FLUSH MOUNT
Well I.D.: VMP-01 Site:Former York Rd Landfill, Charlotte, NC
Drilling Company: Geologic Exploration, Inc.Project Number: GC5699A \ 04
Driller(s): Brian Thomes Installation Method: Hollow Stem AugerGeologist / Eng. / Tech.: Michael Patinkin Casing Installation Date: 08 January 2016Well Type: Vapor Monitoring Probe
Well Completion Method: Flush Mount
Well Completion
Guard Posts ( Y / N ) Date: 08 January 2016
Surface Pad Size: 2 ft x 2 ft
Surface Casing
Diameter/Type: 1” PVCDepth BGS: 31 ft
GroutComposition/Proportions: neat cementPlacement Method: gravity fill
Seal Date: 08 January 2016Type: bentonite pelletsSource: coated Enviroplug® bentonite pellets 3/8”
Set-up/Hydration Time: 30 minPlacement Method: gravity fillVol. Fluid Added:<5 gal
Filter PackType: coarse #3 sand
Source: Drillers Service Inc.
Amount Used:<4 Bags(50 lbs. ea.)Placement Method: gravity fill
Well Riser Pipe
Casing Material: 1” PVCCasing Inside Diameter: ~0.93 in
ScreenMaterial: 1” PVCInside Diameter: ~0.93 in
Screen Slot Size: 0.020 in
Percent Open Area: not measured
Sump or Bottom Cap ( Y / N )
Type/Length: 0.35 ft sumpTotal Water Volume during ConstructionIntroduced (Gal): not measured
Recovered (Gal): not measuredReviewedBy: David Hanley Date: 02/04/16
Comments
All depths on construction diagram are listed in feet; NM = not measured
Total Depth
(TOTDEPTH)
Sump
BoreholeDiameter
Length
Screen
Begin Depth
(SBDEPTH)
Seal End Depth
(SBDEPTH)
DEPTH BLS
0.0 Land Surface
INTERVAL LENGTH
Filter Pack
Riser Pipe
Length
Length
(FPL)
ScreenLength
(SCRLENGTH)
Ground SurfaceElevation
Measuring Pt.
Elevation
(MPELEV)
SealLength
NM
NMNM
NM
16.5
18.5
21.0
31.0
31.35
35.0
0.55
3.65
0.35
16.5
10.0
2.5
2.0
NM
0.0
City of Charlotte\York Road Landfill\NE Boundary CSM\NE Boundary Piezometers\VMP-02 Construction Log
WELL CONSTRUCTION LOGSTANDARD FLUSH MOUNT
Well I.D.: VMP-02 Site:Former York Rd Landfill, Charlotte, NC
Drilling Company: Geologic Exploration, Inc.Project Number: GC5699A \ 04
Driller(s): Brian Thomes Installation Method: Hollow Stem AugerGeologist / Eng. / Tech.: Michael Patinkin Casing Installation Date: 08 January 2016Well Type: Vapor Monitoring Probe
Well Completion Method: Flush Mount
Well Completion
Guard Posts ( Y / N ) Date: 08 January 2016
Surface Pad Size: 2 ft x 2 ft
Surface Casing
Diameter/Type: 1” PVCDepth BGS: 30 ft
GroutComposition/Proportions: neat cementPlacement Method: gravity fill
Seal Date: 08 January 2016Type: bentonite pelletsSource: coated Enviroplug® bentonite pellets 3/8”
Set-up/Hydration Time: 30 minPlacement Method: gravity fillVol. Fluid Added:<5 gal
Filter PackType: coarse #3 sand
Source: Drillers Service Inc.
Amount Used:<4 Bags(50 lbs. ea.)Placement Method: gravity fill
Well Riser Pipe
Casing Material: 1” PVCCasing Inside Diameter: ~0.93 in
ScreenMaterial: 1” PVCInside Diameter: ~0.93 in
Screen Slot Size: 0.020 in
Percent Open Area: not measured
Sump or Bottom Cap ( Y / N )
Type/Length: 0.35 ft sumpTotal Water Volume during ConstructionIntroduced (Gal): not measured
Recovered (Gal): not measuredReviewedBy: David Hanley Date: 02/04/16
Comments
All depths on construction diagram are listed in feet; NM = not measured
Total Depth
(TOTDEPTH)
Sump
BoreholeDiameter
Length
Screen
Begin Depth
(SBDEPTH)
Seal End Depth
(SBDEPTH)
DEPTH BLS
0.0 Land Surface
INTERVAL LENGTH
Filter Pack
Riser Pipe
Length
Length
(FPL)
ScreenLength
(SCRLENGTH)
Ground SurfaceElevation
Measuring Pt.
Elevation
(MPELEV)
SealLength
NM
NMNM
NM
16.0
18.0
20.0
30.0
30.35
31.0
0.55
0.65
0.35
13.0
10.0
2.0
2.0
NM
0.0
City of Charlotte\York Road Landfill\NE Boundary CSM\NE Boundary Piezometers\VMP-03 Construction Log
WELL CONSTRUCTION LOGSTANDARD FLUSH MOUNT
Well I.D.: VMP-03 Site:Former York Rd Landfill, Charlotte, NC
Drilling Company: Geologic Exploration, Inc.Project Number: GC5699A \ 04
Driller(s): Brian Thomes Installation Method: Hollow Stem AugerGeologist / Eng. / Tech.: Michael Patinkin Casing Installation Date: 08 January 2016Well Type: Vapor Monitoring Probe
Well Completion Method: Flush Mount
Well Completion
Guard Posts ( Y / N ) Date: 08 January 2016
Surface Pad Size: 2 ft x 2 ft
Surface Casing
Diameter/Type: 1” PVCDepth BGS: 30 ft
GroutComposition/Proportions: neat cementPlacement Method: gravity fill
Seal Date: 08 January 2016Type: bentonite pelletsSource: coated Enviroplug® bentonite pellets 3/8”
Set-up/Hydration Time: 30 minPlacement Method: gravity fillVol. Fluid Added:<5 gal
Filter PackType: coarse #3 sand
Source: Drillers Service Inc.
Amount Used:<4 Bags(50 lbs. ea.)Placement Method: gravity fill
Well Riser Pipe
Casing Material: 1” PVCCasing Inside Diameter: ~0.93 in
ScreenMaterial: 1” PVCInside Diameter: ~0.93 in
Screen Slot Size: 0.020 in
Percent Open Area: not measured
Sump or Bottom Cap ( Y / N )
Type/Length: 0.35 ft sumpTotal Water Volume during ConstructionIntroduced (Gal): not measured
Recovered (Gal): not measuredReviewedBy: David Hanley Date: 02/04/16
Comments
All depths on construction diagram are listed in feet; NM = not measured
Total Depth
(TOTDEPTH)
Sump
BoreholeDiameter
Length
Screen
Begin Depth
(SBDEPTH)
Seal End Depth
(SBDEPTH)
DEPTH BLS
0.0 Land Surface
INTERVAL LENGTH
Filter Pack
Riser Pipe
Length
Length
(FPL)
ScreenLength
(SCRLENGTH)
Ground SurfaceElevation
Measuring Pt.
Elevation
(MPELEV)
SealLength
NM
NMNM
NM
16.0
18.0
20.0
30.0
30.35
31.0
0.55
0.65
0.35
13.0
10.0
2.0
2.0
NM
0.0
ATTACHMENT B
Photographic Log
GC5699A/Extraction Well Pilot Test Report/Attachment B - PhotoLog 1 February 2016
GEOSYNTEC CONSULTANTS
Photographic Record
Client: City of Charlotte Project Number: GC5699A
Site Name: Former York Road Landfill Site Location: Charlotte, NC
Photograph 1
Date: 1/19/2016
Direction: SE
Comments: View of pilot
test area.
Photograph 2
Date: 1/19/2016
Direction: NA
Comments: NEB-PZ-2
extraction wellhead.
GC5699A/Extraction Well Pilot Test Report/Attachment B - PhotoLog 2 February 2016
GEOSYNTEC CONSULTANTS
Photographic Record
Client: City of Charlotte Project Number: GC5699A
Site Name: Former York Road Landfill Site Location: Charlotte, NC
Photograph 3
Date: 1/19/2016
Direction: N
Comments: Pilot test
system.
Photograph 4
Date: 1/19/2016
Direction: S
Comments: Pilot test
system.
APPENDIX D
Laboratory Analytical Reports
#=CL#
March 28, 2016
LIMS USE: FR - DAVID HANLEY
LIMS OBJECT ID: 92290863
92290863
Project:
Pace Project No.:
RE:
David Hanley
Geosyntec Consultants
1300 S. Mint Street
Suite 410
Charlotte, NC 28203
Former York Road Landfill
Dear David Hanley:
Enclosed are the analytical results for sample(s) received by the laboratory on March 22, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
taylor.ezell@pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 1 of 21
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84Virginia/VELAP Certification #: 460221
Asheville Certification IDs2225 Riverside Drive, Asheville, NC 28804Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 2 of 21
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92290863
Former York Road Landfill
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92290863001 SC-01 EPA 6010 7 PASI-AJMW
EPA 8260 51 PASI-CNB
92290863002 NT-01 EPA 6010 7 PASI-AJMW
EPA 8260 51 PASI-CNB
92290863003 ST-01 EPA 6010 7 PASI-AJMW
EPA 8260 51 PASI-CNB
92290863004 NT-02 EPA 6010 7 PASI-AJMW
EPA 8260 51 PASI-CNB
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 3 of 21
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92290863
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92290863001 SC-01
Collected By JJQ 03/21/16 10:15
Field pH 7.5 Std. Units 03/21/16 10:150.10
Field Temperature 11.3 deg C 03/21/16 10:150.50
Field Specific Conductance 286.4 umhos/cm 03/21/16 10:151.0
Odor None 03/21/16 10:15
Appearance Clear 03/21/16 10:15
Barium 32.2 ug/L 03/25/16 21:135.0EPA 6010
92290863002 NT-01
Collected By JJQ 03/21/16 10:40
Field pH 6.9 Std. Units 03/21/16 10:400.10
Field Temperature 9.0 deg C 03/21/16 10:400.50
Field Specific Conductance 220.1 umhos/cm 03/21/16 10:401.0
Odor None 03/21/16 10:40
Appearance Murky 03/21/16 10:40
Barium 58.8 ug/L 03/25/16 21:345.0EPA 6010
92290863003 ST-01
Collected By JJQ 03/21/16 12:15
Field pH 7.5 Std. Units 03/21/16 12:150.10
Field Temperature 10.8 deg C 03/21/16 12:150.50
Field Specific Conductance 431.0 umhos/cm 03/21/16 12:151.0
Odor None 03/21/16 12:15
Appearance Murky 03/21/16 12:15
Barium 68.3 ug/L 03/25/16 21:385.0EPA 6010
92290863004 NT-02
Collected By JJQ 03/21/16 12:40
Field pH 7.0 Std. Units 03/21/16 12:400.10
Field Temperature 11.7 deg C 03/21/16 12:400.50
Field Specific Conductance 306.8 umhos/cm 03/21/16 12:401.0
Odor None 03/21/16 12:40
Appearance Murky 03/21/16 12:40
Barium 45.0 ug/L 03/25/16 21:425.0EPA 6010
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 4 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Sample: SC-01 Lab ID: 92290863001 Collected: 03/21/16 10:15 Received: 03/22/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/21/16 10:151
Field pH 7.5 Std. Units 03/21/16 10:150.10 1
Field Temperature 11.3 deg C 03/21/16 10:150.50 1
Field Specific Conductance 286.4 umhos/cm 03/21/16 10:151.0 1
Odor None 03/21/16 10:151
Appearance Clear 03/21/16 10:151
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/25/16 21:13 7440-38-203/24/16 18:0010.0 1
Barium 32.2 ug/L 03/25/16 21:13 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/25/16 21:13 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/25/16 21:13 7440-47-303/24/16 18:005.0 1
Lead ND ug/L 03/25/16 21:13 7439-92-103/24/16 18:005.0 1
Selenium ND ug/L 03/25/16 21:13 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/25/16 21:13 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/23/16 02:04 67-64-125.0 1
Acrylonitrile ND ug/L 03/23/16 02:04 107-13-110.0 1
Benzene ND ug/L 03/23/16 02:04 71-43-21.0 1
Bromochloromethane ND ug/L 03/23/16 02:04 74-97-51.0 1
Bromodichloromethane ND ug/L 03/23/16 02:04 75-27-41.0 1
Bromoform ND ug/L 03/23/16 02:04 75-25-21.0 1
Bromomethane ND ug/L 03/23/16 02:04 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/23/16 02:04 78-93-35.0 1
Carbon disulfide ND ug/L 03/23/16 02:04 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/23/16 02:04 56-23-51.0 1
Chlorobenzene ND ug/L 03/23/16 02:04 108-90-71.0 1
Chloroethane ND ug/L 03/23/16 02:04 75-00-3 L31.0 1
Chloroform ND ug/L 03/23/16 02:04 67-66-31.0 1
Chloromethane ND ug/L 03/23/16 02:04 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/23/16 02:04 96-12-82.0 1
Dibromochloromethane ND ug/L 03/23/16 02:04 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/23/16 02:04 106-93-41.0 1
Dibromomethane ND ug/L 03/23/16 02:04 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/23/16 02:04 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/23/16 02:04 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/23/16 02:04 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/23/16 02:04 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/23/16 02:04 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/23/16 02:04 75-35-4 L31.0 1
cis-1,2-Dichloroethene ND ug/L 03/23/16 02:04 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/23/16 02:04 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/23/16 02:04 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/23/16 02:04 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/23/16 02:04 10061-02-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 5 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Sample: SC-01 Lab ID: 92290863001 Collected: 03/21/16 10:15 Received: 03/22/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 03/23/16 02:04 100-41-41.0 1
2-Hexanone ND ug/L 03/23/16 02:04 591-78-65.0 1
Iodomethane ND ug/L 03/23/16 02:04 74-88-45.0 1
Methylene Chloride ND ug/L 03/23/16 02:04 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/23/16 02:04 108-10-15.0 1
Styrene ND ug/L 03/23/16 02:04 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/23/16 02:04 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/23/16 02:04 79-34-51.0 1
Tetrachloroethene ND ug/L 03/23/16 02:04 127-18-41.0 1
Toluene ND ug/L 03/23/16 02:04 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/23/16 02:04 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/23/16 02:04 79-00-51.0 1
Trichloroethene ND ug/L 03/23/16 02:04 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/23/16 02:04 75-69-4 L31.0 1
1,2,3-Trichloropropane ND ug/L 03/23/16 02:04 96-18-41.0 1
Vinyl acetate ND ug/L 03/23/16 02:04 108-05-42.0 1
Vinyl chloride ND ug/L 03/23/16 02:04 75-01-4 L31.0 1
m&p-Xylene ND ug/L 03/23/16 02:04 179601-23-12.0 1
o-Xylene ND ug/L 03/23/16 02:04 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)95 %03/23/16 02:04 460-00-470-130 1
1,2-Dichloroethane-d4 (S)104 %03/23/16 02:04 17060-07-070-130 1
Toluene-d8 (S)106 %03/23/16 02:04 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 6 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Sample: NT-01 Lab ID: 92290863002 Collected: 03/21/16 10:40 Received: 03/22/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/21/16 10:401
Field pH 6.9 Std. Units 03/21/16 10:400.10 1
Field Temperature 9.0 deg C 03/21/16 10:400.50 1
Field Specific Conductance 220.1 umhos/cm 03/21/16 10:401.0 1
Odor None 03/21/16 10:401
Appearance Murky 03/21/16 10:401
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/25/16 21:34 7440-38-203/24/16 18:0010.0 1
Barium 58.8 ug/L 03/25/16 21:34 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/25/16 21:34 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/25/16 21:34 7440-47-303/24/16 18:005.0 1
Lead ND ug/L 03/25/16 21:34 7439-92-103/24/16 18:005.0 1
Selenium ND ug/L 03/25/16 21:34 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/25/16 21:34 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/23/16 02:21 67-64-125.0 1
Acrylonitrile ND ug/L 03/23/16 02:21 107-13-110.0 1
Benzene ND ug/L 03/23/16 02:21 71-43-21.0 1
Bromochloromethane ND ug/L 03/23/16 02:21 74-97-51.0 1
Bromodichloromethane ND ug/L 03/23/16 02:21 75-27-41.0 1
Bromoform ND ug/L 03/23/16 02:21 75-25-21.0 1
Bromomethane ND ug/L 03/23/16 02:21 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/23/16 02:21 78-93-35.0 1
Carbon disulfide ND ug/L 03/23/16 02:21 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/23/16 02:21 56-23-51.0 1
Chlorobenzene ND ug/L 03/23/16 02:21 108-90-71.0 1
Chloroethane ND ug/L 03/23/16 02:21 75-00-3 L31.0 1
Chloroform ND ug/L 03/23/16 02:21 67-66-31.0 1
Chloromethane ND ug/L 03/23/16 02:21 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/23/16 02:21 96-12-82.0 1
Dibromochloromethane ND ug/L 03/23/16 02:21 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/23/16 02:21 106-93-41.0 1
Dibromomethane ND ug/L 03/23/16 02:21 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/23/16 02:21 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/23/16 02:21 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/23/16 02:21 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/23/16 02:21 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/23/16 02:21 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/23/16 02:21 75-35-4 L31.0 1
cis-1,2-Dichloroethene ND ug/L 03/23/16 02:21 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/23/16 02:21 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/23/16 02:21 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/23/16 02:21 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/23/16 02:21 10061-02-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 7 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Sample: NT-01 Lab ID: 92290863002 Collected: 03/21/16 10:40 Received: 03/22/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 03/23/16 02:21 100-41-41.0 1
2-Hexanone ND ug/L 03/23/16 02:21 591-78-65.0 1
Iodomethane ND ug/L 03/23/16 02:21 74-88-45.0 1
Methylene Chloride ND ug/L 03/23/16 02:21 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/23/16 02:21 108-10-15.0 1
Styrene ND ug/L 03/23/16 02:21 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/23/16 02:21 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/23/16 02:21 79-34-51.0 1
Tetrachloroethene ND ug/L 03/23/16 02:21 127-18-41.0 1
Toluene ND ug/L 03/23/16 02:21 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/23/16 02:21 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/23/16 02:21 79-00-51.0 1
Trichloroethene ND ug/L 03/23/16 02:21 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/23/16 02:21 75-69-4 L31.0 1
1,2,3-Trichloropropane ND ug/L 03/23/16 02:21 96-18-41.0 1
Vinyl acetate ND ug/L 03/23/16 02:21 108-05-42.0 1
Vinyl chloride ND ug/L 03/23/16 02:21 75-01-4 L31.0 1
m&p-Xylene ND ug/L 03/23/16 02:21 179601-23-12.0 1
o-Xylene ND ug/L 03/23/16 02:21 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)97 %03/23/16 02:21 460-00-470-130 1
1,2-Dichloroethane-d4 (S)103 %03/23/16 02:21 17060-07-070-130 1
Toluene-d8 (S)102 %03/23/16 02:21 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 8 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Sample: ST-01 Lab ID: 92290863003 Collected: 03/21/16 12:15 Received: 03/22/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/21/16 12:151
Field pH 7.5 Std. Units 03/21/16 12:150.10 1
Field Temperature 10.8 deg C 03/21/16 12:150.50 1
Field Specific Conductance 431.0 umhos/cm 03/21/16 12:151.0 1
Odor None 03/21/16 12:151
Appearance Murky 03/21/16 12:151
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/25/16 21:38 7440-38-203/24/16 18:0010.0 1
Barium 68.3 ug/L 03/25/16 21:38 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/25/16 21:38 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/25/16 21:38 7440-47-303/24/16 18:005.0 1
Lead ND ug/L 03/25/16 21:38 7439-92-103/24/16 18:005.0 1
Selenium ND ug/L 03/25/16 21:38 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/25/16 21:38 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/23/16 02:37 67-64-125.0 1
Acrylonitrile ND ug/L 03/23/16 02:37 107-13-110.0 1
Benzene ND ug/L 03/23/16 02:37 71-43-21.0 1
Bromochloromethane ND ug/L 03/23/16 02:37 74-97-51.0 1
Bromodichloromethane ND ug/L 03/23/16 02:37 75-27-41.0 1
Bromoform ND ug/L 03/23/16 02:37 75-25-21.0 1
Bromomethane ND ug/L 03/23/16 02:37 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/23/16 02:37 78-93-35.0 1
Carbon disulfide ND ug/L 03/23/16 02:37 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/23/16 02:37 56-23-51.0 1
Chlorobenzene ND ug/L 03/23/16 02:37 108-90-71.0 1
Chloroethane ND ug/L 03/23/16 02:37 75-00-3 L31.0 1
Chloroform ND ug/L 03/23/16 02:37 67-66-31.0 1
Chloromethane ND ug/L 03/23/16 02:37 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/23/16 02:37 96-12-82.0 1
Dibromochloromethane ND ug/L 03/23/16 02:37 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/23/16 02:37 106-93-41.0 1
Dibromomethane ND ug/L 03/23/16 02:37 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/23/16 02:37 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/23/16 02:37 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/23/16 02:37 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/23/16 02:37 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/23/16 02:37 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/23/16 02:37 75-35-4 L31.0 1
cis-1,2-Dichloroethene ND ug/L 03/23/16 02:37 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/23/16 02:37 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/23/16 02:37 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/23/16 02:37 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/23/16 02:37 10061-02-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 9 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Sample: ST-01 Lab ID: 92290863003 Collected: 03/21/16 12:15 Received: 03/22/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 03/23/16 02:37 100-41-41.0 1
2-Hexanone ND ug/L 03/23/16 02:37 591-78-65.0 1
Iodomethane ND ug/L 03/23/16 02:37 74-88-45.0 1
Methylene Chloride ND ug/L 03/23/16 02:37 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/23/16 02:37 108-10-15.0 1
Styrene ND ug/L 03/23/16 02:37 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/23/16 02:37 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/23/16 02:37 79-34-51.0 1
Tetrachloroethene ND ug/L 03/23/16 02:37 127-18-41.0 1
Toluene ND ug/L 03/23/16 02:37 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/23/16 02:37 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/23/16 02:37 79-00-51.0 1
Trichloroethene ND ug/L 03/23/16 02:37 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/23/16 02:37 75-69-4 L31.0 1
1,2,3-Trichloropropane ND ug/L 03/23/16 02:37 96-18-41.0 1
Vinyl acetate ND ug/L 03/23/16 02:37 108-05-42.0 1
Vinyl chloride ND ug/L 03/23/16 02:37 75-01-4 L31.0 1
m&p-Xylene ND ug/L 03/23/16 02:37 179601-23-12.0 1
o-Xylene ND ug/L 03/23/16 02:37 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)88 %03/23/16 02:37 460-00-470-130 1
1,2-Dichloroethane-d4 (S)107 %03/23/16 02:37 17060-07-070-130 1
Toluene-d8 (S)101 %03/23/16 02:37 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 10 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Sample: NT-02 Lab ID: 92290863004 Collected: 03/21/16 12:40 Received: 03/22/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/21/16 12:401
Field pH 7.0 Std. Units 03/21/16 12:400.10 1
Field Temperature 11.7 deg C 03/21/16 12:400.50 1
Field Specific Conductance 306.8 umhos/cm 03/21/16 12:401.0 1
Odor None 03/21/16 12:401
Appearance Murky 03/21/16 12:401
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/25/16 21:42 7440-38-203/24/16 18:0010.0 1
Barium 45.0 ug/L 03/25/16 21:42 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/25/16 21:42 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/25/16 21:42 7440-47-303/24/16 18:005.0 1
Lead ND ug/L 03/25/16 21:42 7439-92-103/24/16 18:005.0 1
Selenium ND ug/L 03/25/16 21:42 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/25/16 21:42 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/23/16 02:54 67-64-125.0 1
Acrylonitrile ND ug/L 03/23/16 02:54 107-13-110.0 1
Benzene ND ug/L 03/23/16 02:54 71-43-21.0 1
Bromochloromethane ND ug/L 03/23/16 02:54 74-97-51.0 1
Bromodichloromethane ND ug/L 03/23/16 02:54 75-27-41.0 1
Bromoform ND ug/L 03/23/16 02:54 75-25-21.0 1
Bromomethane ND ug/L 03/23/16 02:54 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/23/16 02:54 78-93-35.0 1
Carbon disulfide ND ug/L 03/23/16 02:54 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/23/16 02:54 56-23-51.0 1
Chlorobenzene ND ug/L 03/23/16 02:54 108-90-71.0 1
Chloroethane ND ug/L 03/23/16 02:54 75-00-3 L31.0 1
Chloroform ND ug/L 03/23/16 02:54 67-66-31.0 1
Chloromethane ND ug/L 03/23/16 02:54 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/23/16 02:54 96-12-82.0 1
Dibromochloromethane ND ug/L 03/23/16 02:54 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/23/16 02:54 106-93-41.0 1
Dibromomethane ND ug/L 03/23/16 02:54 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/23/16 02:54 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/23/16 02:54 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/23/16 02:54 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/23/16 02:54 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/23/16 02:54 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/23/16 02:54 75-35-4 L31.0 1
cis-1,2-Dichloroethene ND ug/L 03/23/16 02:54 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/23/16 02:54 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/23/16 02:54 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/23/16 02:54 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/23/16 02:54 10061-02-61.0 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
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Page 11 of 21
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290863
Former York Road Landfill
Sample: NT-02 Lab ID: 92290863004 Collected: 03/21/16 12:40 Received: 03/22/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 03/23/16 02:54 100-41-41.0 1
2-Hexanone ND ug/L 03/23/16 02:54 591-78-65.0 1
Iodomethane ND ug/L 03/23/16 02:54 74-88-45.0 1
Methylene Chloride ND ug/L 03/23/16 02:54 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/23/16 02:54 108-10-15.0 1
Styrene ND ug/L 03/23/16 02:54 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/23/16 02:54 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/23/16 02:54 79-34-51.0 1
Tetrachloroethene ND ug/L 03/23/16 02:54 127-18-41.0 1
Toluene ND ug/L 03/23/16 02:54 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/23/16 02:54 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/23/16 02:54 79-00-51.0 1
Trichloroethene ND ug/L 03/23/16 02:54 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/23/16 02:54 75-69-4 L31.0 1
1,2,3-Trichloropropane ND ug/L 03/23/16 02:54 96-18-41.0 1
Vinyl acetate ND ug/L 03/23/16 02:54 108-05-42.0 1
Vinyl chloride ND ug/L 03/23/16 02:54 75-01-4 L31.0 1
m&p-Xylene ND ug/L 03/23/16 02:54 179601-23-12.0 1
o-Xylene ND ug/L 03/23/16 02:54 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)107 %03/23/16 02:54 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %03/23/16 02:54 17060-07-070-130 1
Toluene-d8 (S)102 %03/23/16 02:54 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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Page 12 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290863
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MPRP/21094
EPA 3010A
EPA 6010
6010 MET NC Groundwater
Associated Lab Samples: 92290863001, 92290863002, 92290863003, 92290863004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1694378
Associated Lab Samples:92290863001, 92290863002, 92290863003, 92290863004
Matrix: Water
Analyzed
Arsenic ug/L ND 10.0 03/25/16 21:06
Barium ug/L ND 5.0 03/25/16 21:06
Cadmium ug/L ND 1.0 03/25/16 21:06
Chromium ug/L ND 5.0 03/25/16 21:06
Lead ug/L ND 5.0 03/25/16 21:06
Selenium ug/L ND 10.0 03/25/16 21:06
Silver ug/L ND 5.0 03/25/16 21:06
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1694379LABORATORY CONTROL SAMPLE:
LCSSpike
Arsenic ug/L 485500 97 80-120
Barium ug/L 498500 100 80-120
Cadmium ug/L 496500 99 80-120
Chromium ug/L 500500 100 80-120
Lead ug/L 494500 99 80-120
Selenium ug/L 490500 98 80-120
Silver ug/L 238250 95 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1694380MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92290863001
1694381
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Arsenic ug/L 500 94 75-125105 11500ND472 527
Barium ug/L 500 96 75-125108 1150032.2 513 572
Cadmium ug/L 500 94 75-125107 13500ND471 536
Chromium ug/L 500 95 75-125107 12500ND477 537
Lead ug/L 500 93 75-125103 10500ND467 514
Selenium ug/L 500 95 75-125103 8500ND481 522
Silver ug/L 250 91 75-125102 11250ND229 256
REPORT OF LABORATORY ANALYSIS
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Page 13 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290863
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/36085
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples: 92290863001, 92290863002, 92290863003, 92290863004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1692198
Associated Lab Samples:92290863001, 92290863002, 92290863003, 92290863004
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 03/22/16 23:18
1,1,1-Trichloroethane ug/L ND 1.0 03/22/16 23:18
1,1,2,2-Tetrachloroethane ug/L ND 1.0 03/22/16 23:18
1,1,2-Trichloroethane ug/L ND 1.0 03/22/16 23:18
1,1-Dichloroethane ug/L ND 1.0 03/22/16 23:18
1,1-Dichloroethene ug/L ND 1.0 03/22/16 23:18
1,2,3-Trichloropropane ug/L ND 1.0 03/22/16 23:18
1,2-Dibromo-3-chloropropane ug/L ND 2.0 03/22/16 23:18
1,2-Dibromoethane (EDB)ug/L ND 1.0 03/22/16 23:18
1,2-Dichlorobenzene ug/L ND 1.0 03/22/16 23:18
1,2-Dichloroethane ug/L ND 1.0 03/22/16 23:18
1,2-Dichloropropane ug/L ND 1.0 03/22/16 23:18
1,4-Dichlorobenzene ug/L ND 1.0 03/22/16 23:18
2-Butanone (MEK)ug/L ND 5.0 03/22/16 23:18
2-Hexanone ug/L ND 5.0 03/22/16 23:18
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 03/22/16 23:18
Acetone ug/L ND 25.0 03/22/16 23:18
Acrylonitrile ug/L ND 10.0 03/22/16 23:18
Benzene ug/L ND 1.0 03/22/16 23:18
Bromochloromethane ug/L ND 1.0 03/22/16 23:18
Bromodichloromethane ug/L ND 1.0 03/22/16 23:18
Bromoform ug/L ND 1.0 03/22/16 23:18
Bromomethane ug/L ND 2.0 03/22/16 23:18
Carbon disulfide ug/L ND 2.0 03/22/16 23:18
Carbon tetrachloride ug/L ND 1.0 03/22/16 23:18
Chlorobenzene ug/L ND 1.0 03/22/16 23:18
Chloroethane ug/L ND 1.0 03/22/16 23:18
Chloroform ug/L ND 1.0 03/22/16 23:18
Chloromethane ug/L ND 1.0 03/22/16 23:18
cis-1,2-Dichloroethene ug/L ND 1.0 03/22/16 23:18
cis-1,3-Dichloropropene ug/L ND 1.0 03/22/16 23:18
Dibromochloromethane ug/L ND 1.0 03/22/16 23:18
Dibromomethane ug/L ND 1.0 03/22/16 23:18
Ethylbenzene ug/L ND 1.0 03/22/16 23:18
Iodomethane ug/L ND 5.0 03/22/16 23:18
m&p-Xylene ug/L ND 2.0 03/22/16 23:18
Methylene Chloride ug/L ND 1.0 03/22/16 23:18
o-Xylene ug/L ND 1.0 03/22/16 23:18
Styrene ug/L ND 1.0 03/22/16 23:18
Tetrachloroethene ug/L ND 1.0 03/22/16 23:18
Toluene ug/L ND 1.0 03/22/16 23:18
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
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Huntersville, NC 28078
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Page 14 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290863
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1692198
Associated Lab Samples:92290863001, 92290863002, 92290863003, 92290863004
Matrix: Water
Analyzed
trans-1,2-Dichloroethene ug/L ND 1.0 03/22/16 23:18
trans-1,3-Dichloropropene ug/L ND 1.0 03/22/16 23:18
trans-1,4-Dichloro-2-butene ug/L ND 1.0 03/22/16 23:18
Trichloroethene ug/L ND 1.0 03/22/16 23:18
Trichlorofluoromethane ug/L ND 1.0 03/22/16 23:18
Vinyl acetate ug/L ND 2.0 03/22/16 23:18
Vinyl chloride ug/L ND 1.0 03/22/16 23:18
1,2-Dichloroethane-d4 (S)%101 70-130 03/22/16 23:18
4-Bromofluorobenzene (S)%109 70-130 03/22/16 23:18
Toluene-d8 (S)%108 70-130 03/22/16 23:18
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1692199LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 55.850 112 80-125
1,1,1-Trichloroethane ug/L 51.150 102 71-129
1,1,2,2-Tetrachloroethane ug/L 52.150 104 79-124
1,1,2-Trichloroethane ug/L 52.550 105 85-125
1,1-Dichloroethane ug/L 57.550 115 73-126
1,1-Dichloroethene ug/L 78.9 L050158 66-135
1,2,3-Trichloropropane ug/L 58.950 118 75-130
1,2-Dibromo-3-chloropropane ug/L 55.050 110 71-133
1,2-Dibromoethane (EDB)ug/L 59.450 119 83-124
1,2-Dichlorobenzene ug/L 56.150 112 80-133
1,2-Dichloroethane ug/L 55.150 110 67-128
1,2-Dichloropropane ug/L 55.850 112 75-132
1,4-Dichlorobenzene ug/L 56.650 113 78-130
2-Butanone (MEK)ug/L 138100 138 61-144
2-Hexanone ug/L 135100 135 68-143
4-Methyl-2-pentanone (MIBK)ug/L 134100 134 72-135
Acetone ug/L 134100 134 48-146
Acrylonitrile ug/L 340250 136 40-160
Benzene ug/L 54.950 110 80-125
Bromochloromethane ug/L 57.150 114 71-125
Bromodichloromethane ug/L 57.550 115 78-124
Bromoform ug/L 50.050 100 71-128
Bromomethane ug/L 66.250 132 40-160
Carbon disulfide ug/L 74.550 149 50-160
Carbon tetrachloride ug/L 52.150 104 69-131
Chlorobenzene ug/L 56.550 113 81-122
Chloroethane ug/L 83.2 L050166 39-148
Chloroform ug/L 58.250 116 73-127
Chloromethane ug/L 71.150 142 44-146
cis-1,2-Dichloroethene ug/L 56.650 113 74-124
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
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Huntersville, NC 28078
(704)875-9092
Page 15 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290863
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1692199LABORATORY CONTROL SAMPLE:
LCSSpike
cis-1,3-Dichloropropene ug/L 59.450 119 72-132
Dibromochloromethane ug/L 50.450 101 78-125
Dibromomethane ug/L 53.050 106 82-120
Ethylbenzene ug/L 55.150 110 79-121
Iodomethane ug/L 130100 130 39-154
m&p-Xylene ug/L 106100 106 81-124
Methylene Chloride ug/L 56.650 113 64-133
o-Xylene ug/L 52.550 105 79-131
Styrene ug/L 57.350 115 84-126
Tetrachloroethene ug/L 55.350 111 78-122
Toluene ug/L 54.550 109 80-121
trans-1,2-Dichloroethene ug/L 58.550 117 71-127
trans-1,3-Dichloropropene ug/L 57.450 115 69-141
trans-1,4-Dichloro-2-butene ug/L 51.250 102 40-160
Trichloroethene ug/L 55.850 112 78-122
Trichlorofluoromethane ug/L 79.4 L050159 53-137
Vinyl acetate ug/L 108100 108 40-160
Vinyl chloride ug/L 73.2 L050146 58-137
1,2-Dichloroethane-d4 (S)%103 70-130
4-Bromofluorobenzene (S)%98 70-130
Toluene-d8 (S)%100 70-130
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1692200MATRIX SPIKE SAMPLE:
MSSpike
Result
92290033001
1,1,1,2-Tetrachloroethane ug/L 21.920 109 70-130ND
1,1,1-Trichloroethane ug/L 23.220 116 70-130ND
1,1,2,2-Tetrachloroethane ug/L 25.420 127 70-130ND
1,1,2-Trichloroethane ug/L 21.420 107 70-130ND
1,1-Dichloroethane ug/L 22.720 113 70-130ND
1,1-Dichloroethene ug/L 24.420 122 70-166ND
1,2,3-Trichloropropane ug/L 26.2 M120131 70-130ND
1,2-Dibromo-3-chloropropane ug/L 21.020 105 70-130ND
1,2-Dibromoethane (EDB)ug/L 22.920 115 70-130ND
1,2-Dichlorobenzene ug/L 21.320 107 70-130ND
1,2-Dichloroethane ug/L 21.120 105 70-130ND
1,2-Dichloropropane ug/L 22.120 110 70-130ND
1,4-Dichlorobenzene ug/L 22.020 110 70-130ND
2-Butanone (MEK)ug/L 52.8 M140132 70-130ND
2-Hexanone ug/L 52.6 M140131 70-130ND
4-Methyl-2-pentanone (MIBK)ug/L 51.940 130 70-130ND
Acetone ug/L 53.5 M140134 70-130ND
Acrylonitrile ug/L 132 M1100132 70-130ND
Benzene ug/L 22.620 113 70-148ND
Bromochloromethane ug/L 22.020 110 70-130ND
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
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Page 16 of 21
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290863
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1692200MATRIX SPIKE SAMPLE:
MSSpike
Result
92290033001
Bromodichloromethane ug/L 21.520 108 70-130ND
Bromoform ug/L 20.620 103 70-130ND
Bromomethane ug/L 20.720 104 70-130ND
Carbon disulfide ug/L 23.420 117 70-130ND
Carbon tetrachloride ug/L 23.020 115 70-130ND
Chlorobenzene ug/L 22.720 114 70-146ND
Chloroethane ug/L 31.0 M020155 70-130ND
Chloroform ug/L 21.420 107 70-130ND
Chloromethane ug/L 29.1 M120146 70-130ND
cis-1,2-Dichloroethene ug/L 22.820 114 70-130ND
cis-1,3-Dichloropropene ug/L 21.420 107 70-130ND
Dibromochloromethane ug/L 21.620 108 70-130ND
Dibromomethane ug/L 22.020 110 70-130ND
Ethylbenzene ug/L 22.820 114 70-130ND
Iodomethane ug/L 33.540 84 70-130ND
m&p-Xylene ug/L 42.640 106 70-130ND
Methylene Chloride ug/L 22.720 114 70-130ND
o-Xylene ug/L 21.220 106 70-130ND
Styrene ug/L 22.320 111 70-130ND
Tetrachloroethene ug/L 23.020 115 70-130ND
Toluene ug/L 21.720 108 70-155ND
trans-1,2-Dichloroethene ug/L 23.820 119 70-130ND
trans-1,3-Dichloropropene ug/L 21.420 107 70-130ND
trans-1,4-Dichloro-2-butene ug/L 26.6 M120133 70-130ND
Trichloroethene ug/L 22.520 113 69-151ND
Trichlorofluoromethane ug/L 33.1 M020166 70-130ND
Vinyl acetate ug/L 34.840 87 70-130ND
Vinyl chloride ug/L 32.4 M020162 70-130ND
1,2-Dichloroethane-d4 (S)%104 70-130
4-Bromofluorobenzene (S)%119 70-130
Toluene-d8 (S)%101 70-130
REPORT OF LABORATORY ANALYSIS
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Page 17 of 21
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92290863
Former York Road Landfill
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported foreach analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - AshevillePASI-A
Pace Analytical Services - CharlottePASI-C
ANALYTE QUALIFIERS
Analyte recovery in the laboratory control sample (LCS) was outside QC limits.L0
Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in
associated samples. Results unaffected by high bias.L3
Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.M0
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
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Page 18 of 21
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92290863
Former York Road Landfill
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92290863001 FLD/SC-01
92290863002 FLD/NT-01
92290863003 FLD/ST-01
92290863004 FLD/NT-02
92290863001 MPRP/21094 ICP/18972SC-01 EPA 3010A EPA 6010
92290863002 MPRP/21094 ICP/18972NT-01 EPA 3010A EPA 6010
92290863003 MPRP/21094 ICP/18972ST-01 EPA 3010A EPA 6010
92290863004 MPRP/21094 ICP/18972NT-02 EPA 3010A EPA 6010
92290863001 MSV/36085SC-01 EPA 8260
92290863002 MSV/36085NT-01 EPA 8260
92290863003 MSV/36085ST-01 EPA 8260
92290863004 MSV/36085NT-02 EPA 8260
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:20 PM
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Page 19 of 21
Page 20 of 21
Page 21 of 21
#=CL#
March 28, 2016
LIMS USE: FR - DAVID HANLEY
LIMS OBJECT ID: 92290996
92290996
Project:
Pace Project No.:
RE:
David Hanley
Geosyntec Consultants
1300 S. Mint Street
Suite 410
Charlotte, NC 28203
Former York Road Landfill
Dear David Hanley:
Enclosed are the analytical results for sample(s) received by the laboratory on March 22, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
taylor.ezell@pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
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Page 1 of 31
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84Virginia/VELAP Certification #: 460221
Asheville Certification IDs2225 Riverside Drive, Asheville, NC 28804Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 2 of 31
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92290996
Former York Road Landfill
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92290996001 DDW-03A EPA 6010 7 PASI-AJMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92290996002 DMW-02B EPA 6010 7 PASI-AJMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92290996003 DDW-03 EPA 6010 7 PASI-AJMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92290996004 DMW-05 EPA 6010 9 PASI-AJMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92290996005 Duplicate DMW-05 EPA 6010 9 PASI-AJMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92290996006 DDW-02 EPA 6010 7 PASI-AJMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 3 of 31
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92290996
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92290996001 DDW-03A
Collected By JJQ 03/22/16 11:15
Field pH 8.1 Std. Units 03/22/16 11:150.10
Field Temperature 17.2 deg C 03/22/16 11:150.50
Static Water Level 2.93 feet 03/22/16 11:15
Field Specific Conductance 1079 umhos/cm 03/22/16 11:151.0
Odor None 03/22/16 11:15
Appearance Clear 03/22/16 11:15
Barium 41.9 ug/L 03/25/16 21:455.0EPA 6010
cis-1,2-Dichloroethene 1.3 ug/L 03/25/16 17:101.0EPA 8260
92290996002 DMW-02B
Collected By JJQ 03/22/16 13:35
Field pH 7.7 Std. Units 03/22/16 13:350.10
Field Temperature 19.4 deg C 03/22/16 13:350.50
Static Water Level 4.78 feet 03/22/16 13:35
Field Specific Conductance 467.2 umhos/cm 03/22/16 13:351.0
Odor None 03/22/16 13:35
Appearance Cloudy 03/22/16 13:35
Barium 30.0 ug/L 03/28/16 13:055.0EPA 6010
1,1-Dichloroethane 1.4 ug/L 03/25/16 17:261.0EPA 8260
cis-1,2-Dichloroethene 4.7 ug/L 03/25/16 17:261.0EPA 8260
Tetrachloroethene 1.1 ug/L 03/25/16 17:261.0EPA 8260
92290996003 DDW-03
Collected By JJQ 03/22/16 15:45
Field pH 6.1 Std. Units 03/22/16 15:450.10
Field Temperature 16.7 deg C 03/22/16 15:450.50
Static Water Level 9.88 feet 03/22/16 15:45
Field Specific Conductance 1453 umhos/cm 03/22/16 15:451.0
Odor None 03/22/16 15:45
Appearance Clear 03/22/16 15:45
Barium 367 ug/L 03/25/16 21:535.0EPA 6010
1,1-Dichloroethane 1.2 ug/L 03/25/16 17:431.0EPA 8260
cis-1,2-Dichloroethene 6.4 ug/L 03/25/16 17:431.0EPA 8260
92290996004 DMW-05
Collected By JJQ 03/22/16 16:45
Field pH 6.5 Std. Units 03/22/16 16:450.10
Field Temperature 17.1 deg C 03/22/16 16:450.50
Static Water Level 11.58 feet 03/22/16 16:45
Field Specific Conductance 1008 umhos/cm 03/22/16 16:451.0
Odor None 03/22/16 16:45
Appearance Clear 03/22/16 16:45
Barium 119 ug/L 03/25/16 21:565.0EPA 6010
Iron 13000 ug/L 03/25/16 21:5650.0EPA 6010
Manganese 2230 ug/L 03/25/16 21:565.0EPA 6010
Chlorobenzene 1.3 ug/L 03/25/16 18:001.0EPA 8260
1,4-Dichlorobenzene 1.3 ug/L 03/25/16 18:001.0EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 4 of 31
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92290996
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92290996005 Duplicate DMW-05
Barium 129 ug/L 03/28/16 13:085.0EPA 6010
Iron 14200 ug/L 03/28/16 13:0850.0EPA 6010
Manganese 2390 ug/L 03/28/16 13:085.0EPA 6010
Chlorobenzene 1.3 ug/L 03/25/16 18:171.0EPA 8260
1,4-Dichlorobenzene 1.5 ug/L 03/25/16 18:171.0EPA 8260
92290996006 DDW-02
Collected By JJQ 03/22/16 17:50
Field pH 6.4 Std. Units 03/22/16 17:500.10
Field Temperature 16.8 deg C 03/22/16 17:500.50
Static Water Level 11.94 feet 03/22/16 17:50
Field Specific Conductance 731.7 umhos/cm 03/22/16 17:501.0
Odor None 03/22/16 17:50
Appearance Clear 03/22/16 17:50
Barium 83.8 ug/L 03/28/16 13:115.0EPA 6010
1,1-Dichloroethane 1.6 ug/L 03/25/16 18:341.0EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 5 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DDW-03A Lab ID: 92290996001 Collected: 03/22/16 11:15 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/22/16 11:151
Field pH 8.1 Std. Units 03/22/16 11:150.10 1
Field Temperature 17.2 deg C 03/22/16 11:150.50 1
Static Water Level 2.93 feet 03/22/16 11:151
Field Specific Conductance 1079 umhos/cm 03/22/16 11:151.0 1
Odor None 03/22/16 11:151
Appearance Clear 03/22/16 11:151
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/25/16 21:45 7440-38-203/24/16 18:0010.0 1
Barium 41.9 ug/L 03/25/16 21:45 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/25/16 21:45 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/25/16 21:45 7440-47-303/24/16 18:005.0 1
Lead ND ug/L 03/25/16 21:45 7439-92-103/24/16 18:005.0 1
Selenium ND ug/L 03/25/16 21:45 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/25/16 21:45 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/25/16 19:01 7439-97-603/24/16 19:300.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/25/16 17:10 67-64-125.0 1
Acrylonitrile ND ug/L 03/25/16 17:10 107-13-110.0 1
Benzene ND ug/L 03/25/16 17:10 71-43-21.0 1
Bromochloromethane ND ug/L 03/25/16 17:10 74-97-51.0 1
Bromodichloromethane ND ug/L 03/25/16 17:10 75-27-41.0 1
Bromoform ND ug/L 03/25/16 17:10 75-25-21.0 1
Bromomethane ND ug/L 03/25/16 17:10 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/25/16 17:10 78-93-35.0 1
Carbon disulfide ND ug/L 03/25/16 17:10 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/25/16 17:10 56-23-51.0 1
Chlorobenzene ND ug/L 03/25/16 17:10 108-90-71.0 1
Chloroethane ND ug/L 03/25/16 17:10 75-00-31.0 1
Chloroform ND ug/L 03/25/16 17:10 67-66-31.0 1
Chloromethane ND ug/L 03/25/16 17:10 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/25/16 17:10 96-12-82.0 1
Dibromochloromethane ND ug/L 03/25/16 17:10 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/25/16 17:10 106-93-41.0 1
Dibromomethane ND ug/L 03/25/16 17:10 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/25/16 17:10 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/25/16 17:10 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/25/16 17:10 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/25/16 17:10 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/25/16 17:10 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/25/16 17:10 75-35-41.0 1
cis-1,2-Dichloroethene 1.3 ug/L 03/25/16 17:10 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 6 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DDW-03A Lab ID: 92290996001 Collected: 03/22/16 11:15 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/25/16 17:10 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/25/16 17:10 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/25/16 17:10 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/25/16 17:10 10061-02-61.0 1
Ethylbenzene ND ug/L 03/25/16 17:10 100-41-41.0 1
2-Hexanone ND ug/L 03/25/16 17:10 591-78-65.0 1
Iodomethane ND ug/L 03/25/16 17:10 74-88-45.0 1
Methylene Chloride ND ug/L 03/25/16 17:10 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/25/16 17:10 108-10-15.0 1
Styrene ND ug/L 03/25/16 17:10 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/25/16 17:10 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/25/16 17:10 79-34-51.0 1
Tetrachloroethene ND ug/L 03/25/16 17:10 127-18-41.0 1
Toluene ND ug/L 03/25/16 17:10 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/25/16 17:10 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/25/16 17:10 79-00-51.0 1
Trichloroethene ND ug/L 03/25/16 17:10 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/25/16 17:10 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/25/16 17:10 96-18-41.0 1
Vinyl acetate ND ug/L 03/25/16 17:10 108-05-42.0 1
Vinyl chloride ND ug/L 03/25/16 17:10 75-01-41.0 1
m&p-Xylene ND ug/L 03/25/16 17:10 179601-23-12.0 1
o-Xylene ND ug/L 03/25/16 17:10 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)97 %03/25/16 17:10 460-00-470-130 1
1,2-Dichloroethane-d4 (S)98 %03/25/16 17:10 17060-07-070-130 1
Toluene-d8 (S)99 %03/25/16 17:10 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 7 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DMW-02B Lab ID: 92290996002 Collected: 03/22/16 13:35 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/22/16 13:351
Field pH 7.7 Std. Units 03/22/16 13:350.10 1
Field Temperature 19.4 deg C 03/22/16 13:350.50 1
Static Water Level 4.78 feet 03/22/16 13:351
Field Specific Conductance 467.2 umhos/cm 03/22/16 13:351.0 1
Odor None 03/22/16 13:351
Appearance Cloudy 03/22/16 13:351
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 13:05 7440-38-203/24/16 18:0010.0 1
Barium 30.0 ug/L 03/28/16 13:05 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/28/16 13:05 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/28/16 13:05 7440-47-303/24/16 18:005.0 1
Lead ND ug/L 03/28/16 13:05 7439-92-103/24/16 18:005.0 1
Selenium ND ug/L 03/28/16 13:05 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/28/16 13:05 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/25/16 19:04 7439-97-603/24/16 19:300.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/25/16 17:26 67-64-125.0 1
Acrylonitrile ND ug/L 03/25/16 17:26 107-13-110.0 1
Benzene ND ug/L 03/25/16 17:26 71-43-21.0 1
Bromochloromethane ND ug/L 03/25/16 17:26 74-97-51.0 1
Bromodichloromethane ND ug/L 03/25/16 17:26 75-27-41.0 1
Bromoform ND ug/L 03/25/16 17:26 75-25-21.0 1
Bromomethane ND ug/L 03/25/16 17:26 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/25/16 17:26 78-93-35.0 1
Carbon disulfide ND ug/L 03/25/16 17:26 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/25/16 17:26 56-23-51.0 1
Chlorobenzene ND ug/L 03/25/16 17:26 108-90-71.0 1
Chloroethane ND ug/L 03/25/16 17:26 75-00-31.0 1
Chloroform ND ug/L 03/25/16 17:26 67-66-31.0 1
Chloromethane ND ug/L 03/25/16 17:26 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/25/16 17:26 96-12-82.0 1
Dibromochloromethane ND ug/L 03/25/16 17:26 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/25/16 17:26 106-93-41.0 1
Dibromomethane ND ug/L 03/25/16 17:26 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/25/16 17:26 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/25/16 17:26 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/25/16 17:26 110-57-61.0 1
1,1-Dichloroethane 1.4 ug/L 03/25/16 17:26 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/25/16 17:26 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/25/16 17:26 75-35-41.0 1
cis-1,2-Dichloroethene 4.7 ug/L 03/25/16 17:26 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 8 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DMW-02B Lab ID: 92290996002 Collected: 03/22/16 13:35 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/25/16 17:26 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/25/16 17:26 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/25/16 17:26 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/25/16 17:26 10061-02-61.0 1
Ethylbenzene ND ug/L 03/25/16 17:26 100-41-41.0 1
2-Hexanone ND ug/L 03/25/16 17:26 591-78-65.0 1
Iodomethane ND ug/L 03/25/16 17:26 74-88-45.0 1
Methylene Chloride ND ug/L 03/25/16 17:26 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/25/16 17:26 108-10-15.0 1
Styrene ND ug/L 03/25/16 17:26 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/25/16 17:26 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/25/16 17:26 79-34-51.0 1
Tetrachloroethene 1.1 ug/L 03/25/16 17:26 127-18-41.0 1
Toluene ND ug/L 03/25/16 17:26 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/25/16 17:26 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/25/16 17:26 79-00-51.0 1
Trichloroethene ND ug/L 03/25/16 17:26 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/25/16 17:26 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/25/16 17:26 96-18-41.0 1
Vinyl acetate ND ug/L 03/25/16 17:26 108-05-42.0 1
Vinyl chloride ND ug/L 03/25/16 17:26 75-01-41.0 1
m&p-Xylene ND ug/L 03/25/16 17:26 179601-23-12.0 1
o-Xylene ND ug/L 03/25/16 17:26 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/25/16 17:26 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %03/25/16 17:26 17060-07-070-130 1
Toluene-d8 (S)102 %03/25/16 17:26 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 9 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DDW-03 Lab ID: 92290996003 Collected: 03/22/16 15:45 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/22/16 15:451
Field pH 6.1 Std. Units 03/22/16 15:450.10 1
Field Temperature 16.7 deg C 03/22/16 15:450.50 1
Static Water Level 9.88 feet 03/22/16 15:451
Field Specific Conductance 1453 umhos/cm 03/22/16 15:451.0 1
Odor None 03/22/16 15:451
Appearance Clear 03/22/16 15:451
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/25/16 21:53 7440-38-203/24/16 18:0010.0 1
Barium 367 ug/L 03/25/16 21:53 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/25/16 21:53 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/25/16 21:53 7440-47-303/24/16 18:005.0 1
Lead ND ug/L 03/25/16 21:53 7439-92-103/24/16 18:005.0 1
Selenium ND ug/L 03/25/16 21:53 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/25/16 21:53 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/25/16 19:06 7439-97-603/24/16 19:300.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/25/16 17:43 67-64-125.0 1
Acrylonitrile ND ug/L 03/25/16 17:43 107-13-110.0 1
Benzene ND ug/L 03/25/16 17:43 71-43-21.0 1
Bromochloromethane ND ug/L 03/25/16 17:43 74-97-51.0 1
Bromodichloromethane ND ug/L 03/25/16 17:43 75-27-41.0 1
Bromoform ND ug/L 03/25/16 17:43 75-25-21.0 1
Bromomethane ND ug/L 03/25/16 17:43 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/25/16 17:43 78-93-35.0 1
Carbon disulfide ND ug/L 03/25/16 17:43 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/25/16 17:43 56-23-51.0 1
Chlorobenzene ND ug/L 03/25/16 17:43 108-90-71.0 1
Chloroethane ND ug/L 03/25/16 17:43 75-00-31.0 1
Chloroform ND ug/L 03/25/16 17:43 67-66-31.0 1
Chloromethane ND ug/L 03/25/16 17:43 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/25/16 17:43 96-12-82.0 1
Dibromochloromethane ND ug/L 03/25/16 17:43 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/25/16 17:43 106-93-41.0 1
Dibromomethane ND ug/L 03/25/16 17:43 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/25/16 17:43 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/25/16 17:43 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/25/16 17:43 110-57-61.0 1
1,1-Dichloroethane 1.2 ug/L 03/25/16 17:43 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/25/16 17:43 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/25/16 17:43 75-35-41.0 1
cis-1,2-Dichloroethene 6.4 ug/L 03/25/16 17:43 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 10 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DDW-03 Lab ID: 92290996003 Collected: 03/22/16 15:45 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/25/16 17:43 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/25/16 17:43 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/25/16 17:43 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/25/16 17:43 10061-02-61.0 1
Ethylbenzene ND ug/L 03/25/16 17:43 100-41-41.0 1
2-Hexanone ND ug/L 03/25/16 17:43 591-78-65.0 1
Iodomethane ND ug/L 03/25/16 17:43 74-88-45.0 1
Methylene Chloride ND ug/L 03/25/16 17:43 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/25/16 17:43 108-10-15.0 1
Styrene ND ug/L 03/25/16 17:43 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/25/16 17:43 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/25/16 17:43 79-34-51.0 1
Tetrachloroethene ND ug/L 03/25/16 17:43 127-18-41.0 1
Toluene ND ug/L 03/25/16 17:43 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/25/16 17:43 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/25/16 17:43 79-00-51.0 1
Trichloroethene ND ug/L 03/25/16 17:43 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/25/16 17:43 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/25/16 17:43 96-18-41.0 1
Vinyl acetate ND ug/L 03/25/16 17:43 108-05-42.0 1
Vinyl chloride ND ug/L 03/25/16 17:43 75-01-41.0 1
m&p-Xylene ND ug/L 03/25/16 17:43 179601-23-12.0 1
o-Xylene ND ug/L 03/25/16 17:43 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/25/16 17:43 460-00-470-130 1
1,2-Dichloroethane-d4 (S)97 %03/25/16 17:43 17060-07-070-130 1
Toluene-d8 (S)100 %03/25/16 17:43 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 11 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DMW-05 Lab ID: 92290996004 Collected: 03/22/16 16:45 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/22/16 16:451
Field pH 6.5 Std. Units 03/22/16 16:450.10 1
Field Temperature 17.1 deg C 03/22/16 16:450.50 1
Static Water Level 11.58 feet 03/22/16 16:451
Field Specific Conductance 1008 umhos/cm 03/22/16 16:451.0 1
Odor None 03/22/16 16:451
Appearance Clear 03/22/16 16:451
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/25/16 21:56 7440-38-203/24/16 18:0010.0 1
Barium 119 ug/L 03/25/16 21:56 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/25/16 21:56 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/25/16 21:56 7440-47-303/24/16 18:005.0 1
Iron 13000 ug/L 03/25/16 21:56 7439-89-603/24/16 18:0050.0 1
Lead ND ug/L 03/25/16 21:56 7439-92-103/24/16 18:005.0 1
Manganese 2230 ug/L 03/25/16 21:56 7439-96-503/24/16 18:005.0 1
Selenium ND ug/L 03/25/16 21:56 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/25/16 21:56 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/25/16 19:09 7439-97-603/24/16 19:300.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/25/16 18:00 67-64-125.0 1
Acrylonitrile ND ug/L 03/25/16 18:00 107-13-110.0 1
Benzene ND ug/L 03/25/16 18:00 71-43-21.0 1
Bromochloromethane ND ug/L 03/25/16 18:00 74-97-51.0 1
Bromodichloromethane ND ug/L 03/25/16 18:00 75-27-41.0 1
Bromoform ND ug/L 03/25/16 18:00 75-25-21.0 1
Bromomethane ND ug/L 03/25/16 18:00 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/25/16 18:00 78-93-35.0 1
Carbon disulfide ND ug/L 03/25/16 18:00 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/25/16 18:00 56-23-51.0 1
Chlorobenzene 1.3 ug/L 03/25/16 18:00 108-90-71.0 1
Chloroethane ND ug/L 03/25/16 18:00 75-00-31.0 1
Chloroform ND ug/L 03/25/16 18:00 67-66-31.0 1
Chloromethane ND ug/L 03/25/16 18:00 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/25/16 18:00 96-12-82.0 1
Dibromochloromethane ND ug/L 03/25/16 18:00 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/25/16 18:00 106-93-41.0 1
Dibromomethane ND ug/L 03/25/16 18:00 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/25/16 18:00 95-50-11.0 1
1,4-Dichlorobenzene 1.3 ug/L 03/25/16 18:00 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/25/16 18:00 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/25/16 18:00 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/25/16 18:00 107-06-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 12 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DMW-05 Lab ID: 92290996004 Collected: 03/22/16 16:45 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,1-Dichloroethene ND ug/L 03/25/16 18:00 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/25/16 18:00 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/25/16 18:00 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/25/16 18:00 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/25/16 18:00 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/25/16 18:00 10061-02-61.0 1
Ethylbenzene ND ug/L 03/25/16 18:00 100-41-41.0 1
2-Hexanone ND ug/L 03/25/16 18:00 591-78-65.0 1
Iodomethane ND ug/L 03/25/16 18:00 74-88-45.0 1
Methylene Chloride ND ug/L 03/25/16 18:00 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/25/16 18:00 108-10-15.0 1
Styrene ND ug/L 03/25/16 18:00 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/25/16 18:00 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/25/16 18:00 79-34-51.0 1
Tetrachloroethene ND ug/L 03/25/16 18:00 127-18-41.0 1
Toluene ND ug/L 03/25/16 18:00 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/25/16 18:00 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/25/16 18:00 79-00-51.0 1
Trichloroethene ND ug/L 03/25/16 18:00 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/25/16 18:00 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/25/16 18:00 96-18-41.0 1
Vinyl acetate ND ug/L 03/25/16 18:00 108-05-42.0 1
Vinyl chloride ND ug/L 03/25/16 18:00 75-01-41.0 1
m&p-Xylene ND ug/L 03/25/16 18:00 179601-23-12.0 1
o-Xylene ND ug/L 03/25/16 18:00 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)100 %03/25/16 18:00 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %03/25/16 18:00 17060-07-070-130 1
Toluene-d8 (S)100 %03/25/16 18:00 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 13 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: Duplicate DMW-05 Lab ID: 92290996005 Collected: 03/22/16 16:45 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 13:08 7440-38-203/24/16 18:0010.0 1
Barium 129 ug/L 03/28/16 13:08 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/28/16 13:08 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/28/16 13:08 7440-47-303/24/16 18:005.0 1
Iron 14200 ug/L 03/28/16 13:08 7439-89-603/24/16 18:0050.0 1
Lead ND ug/L 03/28/16 13:08 7439-92-103/24/16 18:005.0 1
Manganese 2390 ug/L 03/28/16 13:08 7439-96-503/24/16 18:005.0 1
Selenium ND ug/L 03/28/16 13:08 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/28/16 13:08 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/25/16 19:11 7439-97-603/24/16 19:300.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/25/16 18:17 67-64-125.0 1
Acrylonitrile ND ug/L 03/25/16 18:17 107-13-110.0 1
Benzene ND ug/L 03/25/16 18:17 71-43-21.0 1
Bromochloromethane ND ug/L 03/25/16 18:17 74-97-51.0 1
Bromodichloromethane ND ug/L 03/25/16 18:17 75-27-41.0 1
Bromoform ND ug/L 03/25/16 18:17 75-25-21.0 1
Bromomethane ND ug/L 03/25/16 18:17 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/25/16 18:17 78-93-35.0 1
Carbon disulfide ND ug/L 03/25/16 18:17 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/25/16 18:17 56-23-51.0 1
Chlorobenzene 1.3 ug/L 03/25/16 18:17 108-90-71.0 1
Chloroethane ND ug/L 03/25/16 18:17 75-00-31.0 1
Chloroform ND ug/L 03/25/16 18:17 67-66-31.0 1
Chloromethane ND ug/L 03/25/16 18:17 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/25/16 18:17 96-12-82.0 1
Dibromochloromethane ND ug/L 03/25/16 18:17 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/25/16 18:17 106-93-41.0 1
Dibromomethane ND ug/L 03/25/16 18:17 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/25/16 18:17 95-50-11.0 1
1,4-Dichlorobenzene 1.5 ug/L 03/25/16 18:17 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/25/16 18:17 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/25/16 18:17 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/25/16 18:17 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/25/16 18:17 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/25/16 18:17 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/25/16 18:17 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/25/16 18:17 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/25/16 18:17 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/25/16 18:17 10061-02-61.0 1
Ethylbenzene ND ug/L 03/25/16 18:17 100-41-41.0 1
2-Hexanone ND ug/L 03/25/16 18:17 591-78-65.0 1
Iodomethane ND ug/L 03/25/16 18:17 74-88-45.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 14 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: Duplicate DMW-05 Lab ID: 92290996005 Collected: 03/22/16 16:45 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Methylene Chloride ND ug/L 03/25/16 18:17 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/25/16 18:17 108-10-15.0 1
Styrene ND ug/L 03/25/16 18:17 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/25/16 18:17 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/25/16 18:17 79-34-51.0 1
Tetrachloroethene ND ug/L 03/25/16 18:17 127-18-41.0 1
Toluene ND ug/L 03/25/16 18:17 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/25/16 18:17 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/25/16 18:17 79-00-51.0 1
Trichloroethene ND ug/L 03/25/16 18:17 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/25/16 18:17 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/25/16 18:17 96-18-41.0 1
Vinyl acetate ND ug/L 03/25/16 18:17 108-05-42.0 1
Vinyl chloride ND ug/L 03/25/16 18:17 75-01-41.0 1
m&p-Xylene ND ug/L 03/25/16 18:17 179601-23-12.0 1
o-Xylene ND ug/L 03/25/16 18:17 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)97 %03/25/16 18:17 460-00-470-130 1
1,2-Dichloroethane-d4 (S)97 %03/25/16 18:17 17060-07-070-130 1
Toluene-d8 (S)100 %03/25/16 18:17 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 15 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DDW-02 Lab ID: 92290996006 Collected: 03/22/16 17:50 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/22/16 17:501
Field pH 6.4 Std. Units 03/22/16 17:500.10 1
Field Temperature 16.8 deg C 03/22/16 17:500.50 1
Static Water Level 11.94 feet 03/22/16 17:501
Field Specific Conductance 731.7 umhos/cm 03/22/16 17:501.0 1
Odor None 03/22/16 17:501
Appearance Clear 03/22/16 17:501
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 13:11 7440-38-203/24/16 18:0010.0 1
Barium 83.8 ug/L 03/28/16 13:11 7440-39-303/24/16 18:005.0 1
Cadmium ND ug/L 03/28/16 13:11 7440-43-903/24/16 18:001.0 1
Chromium ND ug/L 03/28/16 13:11 7440-47-303/24/16 18:005.0 1
Lead ND ug/L 03/28/16 13:11 7439-92-103/24/16 18:005.0 1
Selenium ND ug/L 03/28/16 13:11 7782-49-203/24/16 18:0010.0 1
Silver ND ug/L 03/28/16 13:11 7440-22-403/24/16 18:005.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/25/16 19:18 7439-97-603/24/16 19:300.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/25/16 18:34 67-64-125.0 1
Acrylonitrile ND ug/L 03/25/16 18:34 107-13-110.0 1
Benzene ND ug/L 03/25/16 18:34 71-43-21.0 1
Bromochloromethane ND ug/L 03/25/16 18:34 74-97-51.0 1
Bromodichloromethane ND ug/L 03/25/16 18:34 75-27-41.0 1
Bromoform ND ug/L 03/25/16 18:34 75-25-21.0 1
Bromomethane ND ug/L 03/25/16 18:34 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/25/16 18:34 78-93-35.0 1
Carbon disulfide ND ug/L 03/25/16 18:34 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/25/16 18:34 56-23-51.0 1
Chlorobenzene ND ug/L 03/25/16 18:34 108-90-71.0 1
Chloroethane ND ug/L 03/25/16 18:34 75-00-31.0 1
Chloroform ND ug/L 03/25/16 18:34 67-66-31.0 1
Chloromethane ND ug/L 03/25/16 18:34 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/25/16 18:34 96-12-82.0 1
Dibromochloromethane ND ug/L 03/25/16 18:34 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/25/16 18:34 106-93-41.0 1
Dibromomethane ND ug/L 03/25/16 18:34 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/25/16 18:34 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/25/16 18:34 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/25/16 18:34 110-57-61.0 1
1,1-Dichloroethane 1.6 ug/L 03/25/16 18:34 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/25/16 18:34 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/25/16 18:34 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/25/16 18:34 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 16 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92290996
Former York Road Landfill
Sample: DDW-02 Lab ID: 92290996006 Collected: 03/22/16 17:50 Received: 03/22/16 19:25 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/25/16 18:34 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/25/16 18:34 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/25/16 18:34 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/25/16 18:34 10061-02-61.0 1
Ethylbenzene ND ug/L 03/25/16 18:34 100-41-41.0 1
2-Hexanone ND ug/L 03/25/16 18:34 591-78-65.0 1
Iodomethane ND ug/L 03/25/16 18:34 74-88-45.0 1
Methylene Chloride ND ug/L 03/25/16 18:34 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/25/16 18:34 108-10-15.0 1
Styrene ND ug/L 03/25/16 18:34 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/25/16 18:34 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/25/16 18:34 79-34-51.0 1
Tetrachloroethene ND ug/L 03/25/16 18:34 127-18-41.0 1
Toluene ND ug/L 03/25/16 18:34 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/25/16 18:34 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/25/16 18:34 79-00-51.0 1
Trichloroethene ND ug/L 03/25/16 18:34 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/25/16 18:34 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/25/16 18:34 96-18-41.0 1
Vinyl acetate ND ug/L 03/25/16 18:34 108-05-42.0 1
Vinyl chloride ND ug/L 03/25/16 18:34 75-01-41.0 1
m&p-Xylene ND ug/L 03/25/16 18:34 179601-23-12.0 1
o-Xylene ND ug/L 03/25/16 18:34 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/25/16 18:34 460-00-470-130 1
1,2-Dichloroethane-d4 (S)97 %03/25/16 18:34 17060-07-070-130 1
Toluene-d8 (S)100 %03/25/16 18:34 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 17 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MERP/9132
EPA 7470
EPA 7470
7470 Mercury
Associated Lab Samples: 92290996001, 92290996002, 92290996003, 92290996004, 92290996005, 92290996006
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1694050
Associated Lab Samples:92290996001, 92290996002, 92290996003, 92290996004, 92290996005, 92290996006
Matrix: Water
Analyzed
Mercury ug/L ND 0.20 03/25/16 18:50
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1694051LABORATORY CONTROL SAMPLE:
LCSSpike
Mercury ug/L 2.32.5 94 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1694052MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92291053001
1694053
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Mercury ug/L 2.5 92 75-12592 02.5ND 2.3 2.3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 18 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MPRP/21094
EPA 3010A
EPA 6010
6010 MET NC Groundwater
Associated Lab Samples: 92290996001, 92290996002, 92290996003, 92290996004, 92290996005, 92290996006
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1694378
Associated Lab Samples:92290996001, 92290996002, 92290996003, 92290996004, 92290996005, 92290996006
Matrix: Water
Analyzed
Arsenic ug/L ND 10.0 03/25/16 21:06
Barium ug/L ND 5.0 03/25/16 21:06
Cadmium ug/L ND 1.0 03/25/16 21:06
Chromium ug/L ND 5.0 03/25/16 21:06
Iron ug/L ND 50.0 03/25/16 21:06
Lead ug/L ND 5.0 03/25/16 21:06
Manganese ug/L ND 5.0 03/25/16 21:06
Selenium ug/L ND 10.0 03/25/16 21:06
Silver ug/L ND 5.0 03/25/16 21:06
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1694379LABORATORY CONTROL SAMPLE:
LCSSpike
Arsenic ug/L 485500 97 80-120
Barium ug/L 498500 100 80-120
Cadmium ug/L 496500 99 80-120
Chromium ug/L 500500 100 80-120
Iron ug/L 49405000 99 80-120
Lead ug/L 494500 99 80-120
Manganese ug/L 496500 99 80-120
Selenium ug/L 490500 98 80-120
Silver ug/L 238250 95 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1694380MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92290863001
1694381
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Arsenic ug/L 500 94 75-125105 11500ND472 527
Barium ug/L 500 96 75-125108 1150032.2 513 572
Cadmium ug/L 500 94 75-125107 13500ND471 536
Chromium ug/L 500 95 75-125107 12500ND477 537
Iron ug/L 5000 94 75-125105 1150002084890 5460
Lead ug/L 500 93 75-125103 10500ND467 514
Manganese ug/L 500 93 75-125106 1250049.7 515 579
Selenium ug/L 500 95 75-125103 8500ND481 522
Silver ug/L 250 91 75-125102 11250ND229 256
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 19 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/36126
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples: 92290996001, 92290996002, 92290996003
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695054
Associated Lab Samples:92290996001, 92290996002, 92290996003
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 03/25/16 11:30
1,1,1-Trichloroethane ug/L ND 1.0 03/25/16 11:30
1,1,2,2-Tetrachloroethane ug/L ND 1.0 03/25/16 11:30
1,1,2-Trichloroethane ug/L ND 1.0 03/25/16 11:30
1,1-Dichloroethane ug/L ND 1.0 03/25/16 11:30
1,1-Dichloroethene ug/L ND 1.0 03/25/16 11:30
1,2,3-Trichloropropane ug/L ND 1.0 03/25/16 11:30
1,2-Dibromo-3-chloropropane ug/L ND 2.0 03/25/16 11:30
1,2-Dibromoethane (EDB)ug/L ND 1.0 03/25/16 11:30
1,2-Dichlorobenzene ug/L ND 1.0 03/25/16 11:30
1,2-Dichloroethane ug/L ND 1.0 03/25/16 11:30
1,2-Dichloropropane ug/L ND 1.0 03/25/16 11:30
1,4-Dichlorobenzene ug/L ND 1.0 03/25/16 11:30
2-Butanone (MEK)ug/L ND 5.0 03/25/16 11:30
2-Hexanone ug/L ND 5.0 03/25/16 11:30
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 03/25/16 11:30
Acetone ug/L ND 25.0 03/25/16 11:30
Acrylonitrile ug/L ND 10.0 03/25/16 11:30
Benzene ug/L ND 1.0 03/25/16 11:30
Bromochloromethane ug/L ND 1.0 03/25/16 11:30
Bromodichloromethane ug/L ND 1.0 03/25/16 11:30
Bromoform ug/L ND 1.0 03/25/16 11:30
Bromomethane ug/L ND 2.0 03/25/16 11:30
Carbon disulfide ug/L ND 2.0 03/25/16 11:30
Carbon tetrachloride ug/L ND 1.0 03/25/16 11:30
Chlorobenzene ug/L ND 1.0 03/25/16 11:30
Chloroethane ug/L ND 1.0 03/25/16 11:30
Chloroform ug/L ND 1.0 03/25/16 11:30
Chloromethane ug/L ND 1.0 03/25/16 11:30
cis-1,2-Dichloroethene ug/L ND 1.0 03/25/16 11:30
cis-1,3-Dichloropropene ug/L ND 1.0 03/25/16 11:30
Dibromochloromethane ug/L ND 1.0 03/25/16 11:30
Dibromomethane ug/L ND 1.0 03/25/16 11:30
Ethylbenzene ug/L ND 1.0 03/25/16 11:30
Iodomethane ug/L ND 5.0 03/25/16 11:30
m&p-Xylene ug/L ND 2.0 03/25/16 11:30
Methylene Chloride ug/L ND 1.0 03/25/16 11:30
o-Xylene ug/L ND 1.0 03/25/16 11:30
Styrene ug/L ND 1.0 03/25/16 11:30
Tetrachloroethene ug/L ND 1.0 03/25/16 11:30
Toluene ug/L ND 1.0 03/25/16 11:30
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 20 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695054
Associated Lab Samples:92290996001, 92290996002, 92290996003
Matrix: Water
Analyzed
trans-1,2-Dichloroethene ug/L ND 1.0 03/25/16 11:30
trans-1,3-Dichloropropene ug/L ND 1.0 03/25/16 11:30
trans-1,4-Dichloro-2-butene ug/L ND 1.0 03/25/16 11:30
Trichloroethene ug/L ND 1.0 03/25/16 11:30
Trichlorofluoromethane ug/L ND 1.0 03/25/16 11:30
Vinyl acetate ug/L ND 2.0 03/25/16 11:30
Vinyl chloride ug/L ND 1.0 03/25/16 11:30
1,2-Dichloroethane-d4 (S)%98 70-130 03/25/16 11:30
4-Bromofluorobenzene (S)%98 70-130 03/25/16 11:30
Toluene-d8 (S)%101 70-130 03/25/16 11:30
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695055LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 44.750 89 80-125
1,1,1-Trichloroethane ug/L 47.250 94 71-129
1,1,2,2-Tetrachloroethane ug/L 43.550 87 79-124
1,1,2-Trichloroethane ug/L 43.350 87 85-125
1,1-Dichloroethane ug/L 45.350 91 73-126
1,1-Dichloroethene ug/L 49.550 99 66-135
1,2,3-Trichloropropane ug/L 44.850 90 75-130
1,2-Dibromo-3-chloropropane ug/L 42.650 85 71-133
1,2-Dibromoethane (EDB)ug/L 45.850 92 83-124
1,2-Dichlorobenzene ug/L 43.650 87 80-133
1,2-Dichloroethane ug/L 42.250 84 67-128
1,2-Dichloropropane ug/L 44.050 88 75-132
1,4-Dichlorobenzene ug/L 44.450 89 78-130
2-Butanone (MEK)ug/L 90.9100 91 61-144
2-Hexanone ug/L 90.9100 91 68-143
4-Methyl-2-pentanone (MIBK)ug/L 92.1100 92 72-135
Acetone ug/L 90.8100 91 48-146
Acrylonitrile ug/L 223250 89 40-160
Benzene ug/L 45.550 91 80-125
Bromochloromethane ug/L 46.250 92 71-125
Bromodichloromethane ug/L 43.850 88 78-124
Bromoform ug/L 42.850 86 71-128
Bromomethane ug/L 44.850 90 40-160
Carbon disulfide ug/L 47.150 94 50-160
Carbon tetrachloride ug/L 47.850 96 69-131
Chlorobenzene ug/L 44.850 90 81-122
Chloroethane ug/L 48.650 97 39-148
Chloroform ug/L 44.450 89 73-127
Chloromethane ug/L 44.650 89 44-146
cis-1,2-Dichloroethene ug/L 44.750 89 74-124
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 21 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695055LABORATORY CONTROL SAMPLE:
LCSSpike
cis-1,3-Dichloropropene ug/L 44.150 88 72-132
Dibromochloromethane ug/L 44.250 88 78-125
Dibromomethane ug/L 44.950 90 82-120
Ethylbenzene ug/L 44.550 89 79-121
Iodomethane ug/L 70.8100 71 39-154
m&p-Xylene ug/L 88.9100 89 81-124
Methylene Chloride ug/L 46.650 93 64-133
o-Xylene ug/L 43.650 87 79-131
Styrene ug/L 44.850 90 84-126
Tetrachloroethene ug/L 46.450 93 78-122
Toluene ug/L 45.550 91 80-121
trans-1,2-Dichloroethene ug/L 46.350 93 71-127
trans-1,3-Dichloropropene ug/L 42.850 86 69-141
trans-1,4-Dichloro-2-butene ug/L 38.950 78 40-160
Trichloroethene ug/L 45.450 91 78-122
Trichlorofluoromethane ug/L 48.350 97 53-137
Vinyl acetate ug/L 99.2100 99 40-160
Vinyl chloride ug/L 48.950 98 58-137
1,2-Dichloroethane-d4 (S)%100 70-130
4-Bromofluorobenzene (S)%103 70-130
Toluene-d8 (S)%100 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1695056MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92290569009
1695057
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 94 70-130100 620ND18.9 20.0
1,1,1-Trichloroethane ug/L 20 101 70-130106 520ND20.2 21.2
1,1,2,2-Tetrachloroethane ug/L 20 92 70-13097 620ND18.3 19.5
1,1,2-Trichloroethane ug/L 20 90 70-13096 620ND18.0 19.1
1,1-Dichloroethane ug/L M12039770-130400 120ND79.4 80.0
1,1-Dichloroethene ug/L 20 112 70-166118 520ND22.5 23.6
1,2,3-Trichloropropane ug/L 20 94 70-130100 620ND18.7 20.0
1,2-Dibromo-3-chloropropane ug/L 20 90 70-13097 820ND17.9 19.3
1,2-Dibromoethane (EDB)ug/L 20 94 70-130101 820ND18.8 20.3
1,2-Dichlorobenzene ug/L 20 92 70-13099 820ND18.3 19.8
1,2-Dichloroethane ug/L 20 86 70-13093 720ND17.3 18.6
1,2-Dichloropropane ug/L 20 92 70-13094 320ND18.3 18.9
1,4-Dichlorobenzene ug/L 20 94 70-130100 620ND18.9 20.1
2-Butanone (MEK)ug/L 40 87 70-130100 1440ND34.7 39.9
2-Hexanone ug/L 40 92 70-13098 640ND36.8 39.0
4-Methyl-2-pentanone (MIBK) ug/L 40 97 70-13099 240ND38.8 39.5
Acetone ug/L 40 102 70-130110 740ND40.9 44.0
Acrylonitrile ug/L 100 82 70-13095 14100ND81.8 94.6
Benzene ug/L 20 104 70-148107 320ND20.8 21.4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 22 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1695056MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92290569009
1695057
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Bromochloromethane ug/L 20 94 70-13099 520ND18.9 19.9
Bromodichloromethane ug/L 20 91 70-13095 420ND18.1 18.9
Bromoform ug/L 20 83 70-13089 620ND16.6 17.7
Bromomethane ug/L M1206570-13075 1520ND12.9 15.1
Carbon disulfide ug/L 20 90 70-13097 720ND18.0 19.4
Carbon tetrachloride ug/L 20 102 70-130106 420ND20.5 21.3
Chlorobenzene ug/L 20 105 70-146110 520ND21.1 22.2
Chloroethane ug/L M12016370-130164 020ND32.6 32.7
Chloroform ug/L 20 90 70-13096 720ND17.9 19.2
Chloromethane ug/L M1206170-13064 520ND12.1 12.7
cis-1,2-Dichloroethene ug/L 20 95 70-130102 720ND18.9 20.3
cis-1,3-Dichloropropene ug/L 20 88 70-13093 520ND17.7 18.6
Dibromochloromethane ug/L 20 90 70-13098 820ND18.0 19.5
Dibromomethane ug/L 20 94 70-13098 420ND18.8 19.6
Ethylbenzene ug/L 20 94 70-130102 720ND18.9 20.3
Iodomethane ug/L M1,R1401470-13030 7440ND5.5 11.9
m&p-Xylene ug/L 40 92 70-13099 840ND36.8 39.8
Methylene Chloride ug/L 20 101 70-130107 620ND20.3 21.5
o-Xylene ug/L 20 92 70-13097 620ND18.3 19.4
Styrene ug/L 20 94 70-13099 620ND18.7 19.9
Tetrachloroethene ug/L 20 95 70-130103 820ND19.0 20.6
Toluene ug/L 20 96 70-155100 420ND19.2 20.1
trans-1,2-Dichloroethene ug/L 20 94 70-130101 720ND18.9 20.2
trans-1,3-Dichloropropene ug/L 20 87 70-13090 320ND17.4 18.0
trans-1,4-Dichloro-2-butene ug/L 20 71 70-13074 420ND14.3 14.8
Trichloroethene ug/L 20 95 69-151100 520ND19.0 20.0
Trichlorofluoromethane ug/L M12019770-130199 120ND39.3 39.8
Vinyl acetate ug/L 40 91 70-13096 640ND36.5 38.6
Vinyl chloride ug/L 20 85 70-13088 320ND16.9 17.5
1,2-Dichloroethane-d4 (S)%95 70-13096
4-Bromofluorobenzene (S)%98 70-13099
Toluene-d8 (S)%100 70-13098
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 23 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/36127
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples: 92290996004, 92290996005, 92290996006
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695287
Associated Lab Samples:92290996004, 92290996005, 92290996006
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 03/25/16 11:47
1,1,1-Trichloroethane ug/L ND 1.0 03/25/16 11:47
1,1,2,2-Tetrachloroethane ug/L ND 1.0 03/25/16 11:47
1,1,2-Trichloroethane ug/L ND 1.0 03/25/16 11:47
1,1-Dichloroethane ug/L ND 1.0 03/25/16 11:47
1,1-Dichloroethene ug/L ND 1.0 03/25/16 11:47
1,2,3-Trichloropropane ug/L ND 1.0 03/25/16 11:47
1,2-Dibromo-3-chloropropane ug/L ND 2.0 03/25/16 11:47
1,2-Dibromoethane (EDB)ug/L ND 1.0 03/25/16 11:47
1,2-Dichlorobenzene ug/L ND 1.0 03/25/16 11:47
1,2-Dichloroethane ug/L ND 1.0 03/25/16 11:47
1,2-Dichloropropane ug/L ND 1.0 03/25/16 11:47
1,4-Dichlorobenzene ug/L ND 1.0 03/25/16 11:47
2-Butanone (MEK)ug/L ND 5.0 03/25/16 11:47
2-Hexanone ug/L ND 5.0 03/25/16 11:47
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 03/25/16 11:47
Acetone ug/L ND 25.0 03/25/16 11:47
Acrylonitrile ug/L ND 10.0 03/25/16 11:47
Benzene ug/L ND 1.0 03/25/16 11:47
Bromochloromethane ug/L ND 1.0 03/25/16 11:47
Bromodichloromethane ug/L ND 1.0 03/25/16 11:47
Bromoform ug/L ND 1.0 03/25/16 11:47
Bromomethane ug/L ND 2.0 03/25/16 11:47
Carbon disulfide ug/L ND 2.0 03/25/16 11:47
Carbon tetrachloride ug/L ND 1.0 03/25/16 11:47
Chlorobenzene ug/L ND 1.0 03/25/16 11:47
Chloroethane ug/L ND 1.0 03/25/16 11:47
Chloroform ug/L ND 1.0 03/25/16 11:47
Chloromethane ug/L ND 1.0 03/25/16 11:47
cis-1,2-Dichloroethene ug/L ND 1.0 03/25/16 11:47
cis-1,3-Dichloropropene ug/L ND 1.0 03/25/16 11:47
Dibromochloromethane ug/L ND 1.0 03/25/16 11:47
Dibromomethane ug/L ND 1.0 03/25/16 11:47
Ethylbenzene ug/L ND 1.0 03/25/16 11:47
Iodomethane ug/L ND 5.0 03/25/16 11:47
m&p-Xylene ug/L ND 2.0 03/25/16 11:47
Methylene Chloride ug/L ND 1.0 03/25/16 11:47
o-Xylene ug/L ND 1.0 03/25/16 11:47
Styrene ug/L ND 1.0 03/25/16 11:47
Tetrachloroethene ug/L ND 1.0 03/25/16 11:47
Toluene ug/L ND 1.0 03/25/16 11:47
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 24 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695287
Associated Lab Samples:92290996004, 92290996005, 92290996006
Matrix: Water
Analyzed
trans-1,2-Dichloroethene ug/L ND 1.0 03/25/16 11:47
trans-1,3-Dichloropropene ug/L ND 1.0 03/25/16 11:47
trans-1,4-Dichloro-2-butene ug/L ND 1.0 03/25/16 11:47
Trichloroethene ug/L ND 1.0 03/25/16 11:47
Trichlorofluoromethane ug/L ND 1.0 03/25/16 11:47
Vinyl acetate ug/L ND 2.0 03/25/16 11:47
Vinyl chloride ug/L ND 1.0 03/25/16 11:47
1,2-Dichloroethane-d4 (S)%100 70-130 03/25/16 11:47
4-Bromofluorobenzene (S)%100 70-130 03/25/16 11:47
Toluene-d8 (S)%102 70-130 03/25/16 11:47
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695288LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 43.750 87 80-125
1,1,1-Trichloroethane ug/L 45.350 91 71-129
1,1,2,2-Tetrachloroethane ug/L 42.450 85 79-124
1,1,2-Trichloroethane ug/L 42.650 85 85-125
1,1-Dichloroethane ug/L 43.450 87 73-126
1,1-Dichloroethene ug/L 47.750 95 66-135
1,2,3-Trichloropropane ug/L 44.950 90 75-130
1,2-Dibromo-3-chloropropane ug/L 42.450 85 71-133
1,2-Dibromoethane (EDB)ug/L 44.550 89 83-124
1,2-Dichlorobenzene ug/L 41.350 83 80-133
1,2-Dichloroethane ug/L 40.750 81 67-128
1,2-Dichloropropane ug/L 42.650 85 75-132
1,4-Dichlorobenzene ug/L 43.050 86 78-130
2-Butanone (MEK)ug/L 92.9100 93 61-144
2-Hexanone ug/L 89.8100 90 68-143
4-Methyl-2-pentanone (MIBK)ug/L 91.0100 91 72-135
Acetone ug/L 85.5100 86 48-146
Acrylonitrile ug/L 222250 89 40-160
Benzene ug/L 44.150 88 80-125
Bromochloromethane ug/L 43.950 88 71-125
Bromodichloromethane ug/L 42.350 85 78-124
Bromoform ug/L 42.050 84 71-128
Bromomethane ug/L 39.750 79 40-160
Carbon disulfide ug/L 45.550 91 50-160
Carbon tetrachloride ug/L 46.650 93 69-131
Chlorobenzene ug/L 43.250 86 81-122
Chloroethane ug/L 45.450 91 39-148
Chloroform ug/L 42.650 85 73-127
Chloromethane ug/L 41.750 83 44-146
cis-1,2-Dichloroethene ug/L 42.850 86 74-124
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
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Page 25 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695288LABORATORY CONTROL SAMPLE:
LCSSpike
cis-1,3-Dichloropropene ug/L 43.650 87 72-132
Dibromochloromethane ug/L 43.250 86 78-125
Dibromomethane ug/L 44.150 88 82-120
Ethylbenzene ug/L 43.450 87 79-121
Iodomethane ug/L 70.8100 71 39-154
m&p-Xylene ug/L 85.2100 85 81-124
Methylene Chloride ug/L 44.250 88 64-133
o-Xylene ug/L 42.050 84 79-131
Styrene ug/L 43.650 87 84-126
Tetrachloroethene ug/L 44.450 89 78-122
Toluene ug/L 44.250 88 80-121
trans-1,2-Dichloroethene ug/L 44.550 89 71-127
trans-1,3-Dichloropropene ug/L 42.750 85 69-141
trans-1,4-Dichloro-2-butene ug/L 39.350 79 40-160
Trichloroethene ug/L 44.050 88 78-122
Trichlorofluoromethane ug/L 45.750 91 53-137
Vinyl acetate ug/L 96.7100 97 40-160
Vinyl chloride ug/L 46.650 93 58-137
1,2-Dichloroethane-d4 (S)%100 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%100 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1695289MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92291134004
1695290
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 97 70-13098 120ND19.3 19.5
1,1,1-Trichloroethane ug/L 20 99 70-130100 1200.76J 20.6 20.7
1,1,2,2-Tetrachloroethane ug/L 20 94 70-13093 220ND18.9 18.6
1,1,2-Trichloroethane ug/L 20 95 70-13093 220ND19.0 18.7
1,1-Dichloroethane ug/L M120-217 70-130-219 12063.0 19.6 19.3
1,1-Dichloroethene ug/L 20 88 70-16689 0203.3 20.9 21.0
1,2,3-Trichloropropane ug/L 20 98 70-13096 320ND19.6 19.1
1,2-Dibromo-3-chloropropane ug/L 20 94 70-13089 620ND18.8 17.7
1,2-Dibromoethane (EDB)ug/L 20 98 70-13097 120ND19.7 19.5
1,2-Dichlorobenzene ug/L 20 95 70-13095 020ND19.0 19.0
1,2-Dichloroethane ug/L 20 89 70-13088 1200.54J 18.3 18.1
1,2-Dichloropropane ug/L 20 97 70-13096 020ND19.3 19.2
1,4-Dichlorobenzene ug/L 20 96 70-13096 020ND19.5 19.5
2-Butanone (MEK)ug/L 40 96 70-13090 740ND38.5 36.0
2-Hexanone ug/L 40 96 70-13093 340ND38.3 37.0
4-Methyl-2-pentanone (MIBK) ug/L 40 101 70-13096 540ND40.4 38.3
Acetone ug/L M1406570-13059 64010.9J 36.8 34.7
Acrylonitrile ug/L 100 92 70-13092 0100ND92.2 91.9
Benzene ug/L 20 94 70-14893 1201.6J 20.3 20.1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
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Page 26 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92290996
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1695289MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92291134004
1695290
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Bromochloromethane ug/L 20 97 70-13097 020ND19.3 19.4
Bromodichloromethane ug/L 20 97 70-13096 120ND19.5 19.2
Bromoform ug/L 20 88 70-13088 020ND17.6 17.6
Bromomethane ug/L 20 76 70-13077 220ND15.1 15.4
Carbon disulfide ug/L 20 95 70-13096 020ND19.0 19.1
Carbon tetrachloride ug/L 20 108 70-130108 020ND21.7 21.7
Chlorobenzene ug/L 20 89 70-14688 2202.2 20.1 19.7
Chloroethane ug/L M1202570-13022 32014.2 19.2 18.7
Chloroform ug/L 20 97 70-13096 120ND19.5 19.2
Chloromethane ug/L M1206570-13070 820ND12.9 14.0
cis-1,2-Dichloroethene ug/L 20 91 70-13091 0201.0J 19.2 19.2
cis-1,3-Dichloropropene ug/L 20 94 70-13093 120ND18.8 18.6
Dibromochloromethane ug/L 20 96 70-13093 320ND19.2 18.6
Dibromomethane ug/L 20 98 70-13097 120ND19.6 19.3
Ethylbenzene ug/L 20 99 70-130100 020ND19.9 19.9
Iodomethane ug/L M1404070-13046 1540ND16.0 18.6
m&p-Xylene ug/L 40 99 70-13099 040ND39.4 39.5
Methylene Chloride ug/L 20 87 70-13087 1201.3J 18.6 18.7
o-Xylene ug/L 20 96 70-13095 120ND19.3 19.1
Styrene ug/L 20 97 70-13098 120ND19.5 19.6
Tetrachloroethene ug/L 20 100 70-130102 120ND20.1 20.3
Toluene ug/L 20 100 70-155100 020ND20.1 20.0
trans-1,2-Dichloroethene ug/L 20 100 70-130101 120ND19.9 20.2
trans-1,3-Dichloropropene ug/L 20 90 70-13092 120ND18.1 18.3
trans-1,4-Dichloro-2-butene ug/L 20 73 70-13076 420ND14.6 15.2
Trichloroethene ug/L 20 100 69-151100 020ND20.1 20.1
Trichlorofluoromethane ug/L M120-10 70-130-11 12021.9 19.8 19.7
Vinyl acetate ug/L 40 91 70-13091 140ND36.2 36.5
Vinyl chloride ug/L 20 79 70-13080 1200.99J 16.9 17.0
1,2-Dichloroethane-d4 (S)%97 70-13096
4-Bromofluorobenzene (S)%99 70-130100
Toluene-d8 (S)%100 70-130100
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
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Huntersville, NC 28078
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Page 27 of 31
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92290996
Former York Road Landfill
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported foreach analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - AshevillePASI-A
Pace Analytical Services - CharlottePASI-C
ANALYTE QUALIFIERS
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
RPD value was outside control limits.R1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
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Page 28 of 31
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92290996
Former York Road Landfill
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92290996001 FLD/DDW-03A
92290996002 FLD/DMW-02B
92290996003 FLD/DDW-03
92290996004 FLD/DMW-05
92290996006 FLD/DDW-02
92290996001 MPRP/21094 ICP/18972DDW-03A EPA 3010A EPA 6010
92290996002 MPRP/21094 ICP/18972DMW-02B EPA 3010A EPA 6010
92290996003 MPRP/21094 ICP/18972DDW-03 EPA 3010A EPA 6010
92290996004 MPRP/21094 ICP/18972DMW-05 EPA 3010A EPA 6010
92290996005 MPRP/21094 ICP/18972Duplicate DMW-05 EPA 3010A EPA 6010
92290996006 MPRP/21094 ICP/18972DDW-02 EPA 3010A EPA 6010
92290996001 MERP/9132 MERC/8773DDW-03A EPA 7470 EPA 7470
92290996002 MERP/9132 MERC/8773DMW-02B EPA 7470 EPA 7470
92290996003 MERP/9132 MERC/8773DDW-03 EPA 7470 EPA 7470
92290996004 MERP/9132 MERC/8773DMW-05 EPA 7470 EPA 7470
92290996005 MERP/9132 MERC/8773Duplicate DMW-05 EPA 7470 EPA 7470
92290996006 MERP/9132 MERC/8773DDW-02 EPA 7470 EPA 7470
92290996001 MSV/36126DDW-03A EPA 8260
92290996002 MSV/36126DMW-02B EPA 8260
92290996003 MSV/36126DDW-03 EPA 8260
92290996004 MSV/36127DMW-05 EPA 8260
92290996005 MSV/36127Duplicate DMW-05 EPA 8260
92290996006 MSV/36127DDW-02 EPA 8260
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/28/2016 06:21 PM
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Page 29 of 31
Page 30 of 31
Page 31 of 31
#=CL#
March 31, 2016
LIMS USE: FR - DAVID HANLEY
LIMS OBJECT ID: 92291239
92291239
Project:
Pace Project No.:
RE:
David Hanley
Geosyntec Consultants
1300 S. Mint Street
Suite 410
Charlotte, NC 28203
Former York Road Landfill
Dear David Hanley:
Enclosed are the analytical results for sample(s) received by the laboratory on March 24, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
taylor.ezell@pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..
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9800 Kincey Ave. Suite 100
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Page 1 of 36
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84Virginia/VELAP Certification #: 460221
Asheville Certification IDs2225 Riverside Drive, Asheville, NC 28804Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
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(704)875-9092
Page 2 of 36
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92291239
Former York Road Landfill
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92291239001 Field Blank EPA 6010 9 PASI-ACDF, JMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291239002 DDW-01A EPA 6010 7 PASI-ACDF, JMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291239003 DDW-05 EPA 6010 7 PASI-ACDF, JMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291239004 ST-02 EPA 6010 7 PASI-ACDF, JMW
EPA 8260 51 PASI-CGAW
92291239005 DMW-09 EPA 6010 7 PASI-ACDF, JMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291239006 DDW-06 EPA 6010 7 PASI-ACDF, JMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291239007 DMW-B EPA 6010 7 PASI-ACDF, JMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291239008 DMW-08 EPA 6010 9 PASI-ACDF, JMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291239009 DMW-02 EPA 6010 9 PASI-ACDF, JMW
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
REPORT OF LABORATORY ANALYSIS
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(704)875-9092
Page 3 of 36
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92291239
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92291239001 Field Blank
Methylene Chloride 4.2 ug/L 03/25/16 12:38 C91.0EPA 8260
92291239002 DDW-01A
Collected By JJQ 03/23/16 12:10
Field pH 6.7 Std. Units 03/23/16 12:100.10
Field Temperature 16.4 deg C 03/23/16 12:100.50
Static Water Level 6.70 feet 03/23/16 12:10
Field Specific Conductance 500.0 umhos/cm 03/23/16 12:101.0
Odor Sulfurous 03/23/16 12:10
Appearance Clear 03/23/16 12:10
Barium 55.8 ug/L 03/27/16 23:285.0EPA 6010
Carbon disulfide 2.0 ug/L 03/26/16 01:552.0EPA 8260
Chlorobenzene 1.3 ug/L 03/26/16 01:551.0EPA 8260
1,1-Dichloroethane 1.9 ug/L 03/26/16 01:551.0EPA 8260
cis-1,2-Dichloroethene 5.7 ug/L 03/26/16 01:551.0EPA 8260
92291239003 DDW-05
Collected By JJQ 03/23/16 14:15
Field pH 6.8 Std. Units 03/23/16 14:150.10
Field Temperature 16.5 deg C 03/23/16 14:150.50
Static Water Level 4.33 feet 03/23/16 14:15
Field Specific Conductance 1472 umhos/cm 03/23/16 14:151.0
Odor None 03/23/16 14:15
Appearance Clear 03/23/16 14:15
Barium 120 ug/L 03/27/16 23:315.0EPA 6010
Chromium 7.3 ug/L 03/27/16 23:315.0EPA 6010
1,1-Dichloroethane 1.2 ug/L 03/26/16 02:121.0EPA 8260
92291239004 ST-02
Collected By JJQ 03/23/16 14:30
Field pH 7.1 Std. Units 03/23/16 14:300.10
Field Temperature 16.2 deg C 03/23/16 14:300.50
Field Specific Conductance 296.3 umhos/cm 03/23/16 14:301.0
Odor Sulfurous 03/23/16 14:30
Appearance Murky 03/23/16 14:30
Barium 69.3 ug/L 03/27/16 23:345.0EPA 6010
92291239005 DMW-09
Collected By JJQ 03/23/16 14:35
Field pH 6.4 Std. Units 03/23/16 14:350.10
Field Temperature 15.3 deg C 03/23/16 14:350.50
Static Water Level 4.66 feet 03/23/16 14:35
Field Specific Conductance 454.3 umhos/cm 03/23/16 14:351.0
Odor None 03/23/16 14:35
Appearance Clear 03/23/16 14:35
Barium 74.5 ug/L 03/27/16 23:375.0EPA 6010
92291239006 DDW-06
Collected By JJQ 03/23/16 16:40
REPORT OF LABORATORY ANALYSIS
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Page 4 of 36
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92291239
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92291239006 DDW-06
Field pH 6.2 Std. Units 03/23/16 16:400.10
Field Temperature 16.8 deg C 03/23/16 16:400.50
Static Water Level 28.88 feet 03/23/16 16:40
Field Specific Conductance 115.9 umhos/cm 03/23/16 16:401.0
Odor None 03/23/16 16:40
Appearance Clear 03/23/16 16:40
Barium 16.0 ug/L 03/27/16 23:415.0EPA 6010
Chromium 5.5 ug/L 03/27/16 23:415.0EPA 6010
92291239007 DMW-B
Collected By JJQ 03/23/16 17:05
Field pH 6.0 Std. Units 03/23/16 17:050.10
Field Temperature 17.2 deg C 03/23/16 17:050.50
Static Water Level 29.08 feet 03/23/16 17:05
Field Specific Conductance 112.6 umhos/cm 03/23/16 17:051.0
Odor None 03/23/16 17:05
Appearance Turbid 03/23/16 17:05
Barium 99.7 ug/L 03/27/16 23:445.0EPA 6010
92291239008 DMW-08
Collected By JJQ 03/23/16 18:15
Field pH 6.6 Std. Units 03/23/16 18:150.10
Field Temperature 18.0 deg C 03/23/16 18:150.50
Static Water Level 57.89 feet 03/23/16 18:15
Field Specific Conductance 150.5 umhos/cm 03/23/16 18:151.0
Odor None 03/23/16 18:15
Appearance Turbid 03/23/16 18:15
Barium 176 ug/L 03/27/16 23:475.0EPA 6010
Iron 19800 ug/L 03/27/16 23:4750.0EPA 6010
Manganese 243 ug/L 03/27/16 23:475.0EPA 6010
92291239009 DMW-02
Collected By JJQ 03/23/16 19:15
Field pH 7.6 Std. Units 03/23/16 19:150.10
Field Temperature 17.9 deg C 03/23/16 19:150.50
Static Water Level 11.75 feet 03/23/16 19:15
Field Specific Conductance 1249 umhos/cm 03/23/16 19:151.0
Odor None 03/23/16 19:15
Appearance Turbid 03/23/16 19:15
Barium 36.9 ug/L 03/27/16 23:505.0EPA 6010
Iron 2990 ug/L 03/27/16 23:5050.0EPA 6010
Manganese 75.3 ug/L 03/27/16 23:505.0EPA 6010
REPORT OF LABORATORY ANALYSIS
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Page 5 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: Field Blank Lab ID: 92291239001 Collected: 03/23/16 09:30 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:03 7440-38-203/25/16 11:3510.0 1
Barium ND ug/L 03/27/16 23:25 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:25 7440-43-903/25/16 11:351.0 1
Chromium ND ug/L 03/27/16 23:25 7440-47-303/25/16 11:355.0 1
Iron ND ug/L 03/27/16 23:25 7439-89-603/25/16 11:3550.0 1
Lead ND ug/L 03/27/16 23:25 7439-92-103/25/16 11:355.0 1
Manganese ND ug/L 03/27/16 23:25 7439-96-503/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:25 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:25 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 15:34 7439-97-603/28/16 14:150.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/25/16 12:38 67-64-125.0 1
Acrylonitrile ND ug/L 03/25/16 12:38 107-13-110.0 1
Benzene ND ug/L 03/25/16 12:38 71-43-21.0 1
Bromochloromethane ND ug/L 03/25/16 12:38 74-97-51.0 1
Bromodichloromethane ND ug/L 03/25/16 12:38 75-27-41.0 1
Bromoform ND ug/L 03/25/16 12:38 75-25-21.0 1
Bromomethane ND ug/L 03/25/16 12:38 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/25/16 12:38 78-93-35.0 1
Carbon disulfide ND ug/L 03/25/16 12:38 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/25/16 12:38 56-23-51.0 1
Chlorobenzene ND ug/L 03/25/16 12:38 108-90-71.0 1
Chloroethane ND ug/L 03/25/16 12:38 75-00-31.0 1
Chloroform ND ug/L 03/25/16 12:38 67-66-31.0 1
Chloromethane ND ug/L 03/25/16 12:38 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/25/16 12:38 96-12-82.0 1
Dibromochloromethane ND ug/L 03/25/16 12:38 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/25/16 12:38 106-93-41.0 1
Dibromomethane ND ug/L 03/25/16 12:38 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/25/16 12:38 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/25/16 12:38 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/25/16 12:38 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/25/16 12:38 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/25/16 12:38 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/25/16 12:38 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/25/16 12:38 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/25/16 12:38 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/25/16 12:38 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/25/16 12:38 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/25/16 12:38 10061-02-61.0 1
Ethylbenzene ND ug/L 03/25/16 12:38 100-41-41.0 1
2-Hexanone ND ug/L 03/25/16 12:38 591-78-65.0 1
Iodomethane ND ug/L 03/25/16 12:38 74-88-45.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 6 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: Field Blank Lab ID: 92291239001 Collected: 03/23/16 09:30 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Methylene Chloride 4.2 ug/L 03/25/16 12:38 75-09-2 C91.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/25/16 12:38 108-10-15.0 1
Styrene ND ug/L 03/25/16 12:38 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/25/16 12:38 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/25/16 12:38 79-34-51.0 1
Tetrachloroethene ND ug/L 03/25/16 12:38 127-18-41.0 1
Toluene ND ug/L 03/25/16 12:38 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/25/16 12:38 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/25/16 12:38 79-00-51.0 1
Trichloroethene ND ug/L 03/25/16 12:38 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/25/16 12:38 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/25/16 12:38 96-18-41.0 1
Vinyl acetate ND ug/L 03/25/16 12:38 108-05-42.0 1
Vinyl chloride ND ug/L 03/25/16 12:38 75-01-41.0 1
m&p-Xylene ND ug/L 03/25/16 12:38 179601-23-12.0 1
o-Xylene ND ug/L 03/25/16 12:38 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/25/16 12:38 460-00-470-130 1
1,2-Dichloroethane-d4 (S)98 %03/25/16 12:38 17060-07-070-130 1
Toluene-d8 (S)101 %03/25/16 12:38 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 7 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DDW-01A Lab ID: 92291239002 Collected: 03/23/16 12:10 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/23/16 12:101
Field pH 6.7 Std. Units 03/23/16 12:100.10 1
Field Temperature 16.4 deg C 03/23/16 12:100.50 1
Static Water Level 6.70 feet 03/23/16 12:101
Field Specific Conductance 500.0 umhos/cm 03/23/16 12:101.0 1
Odor Sulfurous 03/23/16 12:101
Appearance Clear 03/23/16 12:101
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:06 7440-38-203/25/16 11:3510.0 1
Barium 55.8 ug/L 03/27/16 23:28 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:28 7440-43-903/25/16 11:351.0 1
Chromium ND ug/L 03/27/16 23:28 7440-47-303/25/16 11:355.0 1
Lead ND ug/L 03/27/16 23:28 7439-92-103/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:28 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:28 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 15:36 7439-97-603/28/16 14:150.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 01:55 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 01:55 107-13-110.0 1
Benzene ND ug/L 03/26/16 01:55 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 01:55 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 01:55 75-27-41.0 1
Bromoform ND ug/L 03/26/16 01:55 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 01:55 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 01:55 78-93-35.0 1
Carbon disulfide 2.0 ug/L 03/26/16 01:55 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 01:55 56-23-51.0 1
Chlorobenzene 1.3 ug/L 03/26/16 01:55 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 01:55 75-00-31.0 1
Chloroform ND ug/L 03/26/16 01:55 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 01:55 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 01:55 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 01:55 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 01:55 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 01:55 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 01:55 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 01:55 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 01:55 110-57-61.0 1
1,1-Dichloroethane 1.9 ug/L 03/26/16 01:55 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 01:55 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 01:55 75-35-41.0 1
cis-1,2-Dichloroethene 5.7 ug/L 03/26/16 01:55 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 8 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DDW-01A Lab ID: 92291239002 Collected: 03/23/16 12:10 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/26/16 01:55 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 01:55 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 01:55 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 01:55 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 01:55 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 01:55 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 01:55 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 01:55 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 01:55 108-10-15.0 1
Styrene ND ug/L 03/26/16 01:55 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 01:55 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 01:55 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 01:55 127-18-41.0 1
Toluene ND ug/L 03/26/16 01:55 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 01:55 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 01:55 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 01:55 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 01:55 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 01:55 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 01:55 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 01:55 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 01:55 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 01:55 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)101 %03/26/16 01:55 460-00-470-130 1
1,2-Dichloroethane-d4 (S)99 %03/26/16 01:55 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 01:55 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 9 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DDW-05 Lab ID: 92291239003 Collected: 03/23/16 14:15 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/23/16 14:151
Field pH 6.8 Std. Units 03/23/16 14:150.10 1
Field Temperature 16.5 deg C 03/23/16 14:150.50 1
Static Water Level 4.33 feet 03/23/16 14:151
Field Specific Conductance 1472 umhos/cm 03/23/16 14:151.0 1
Odor None 03/23/16 14:151
Appearance Clear 03/23/16 14:151
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:09 7440-38-203/25/16 11:3510.0 1
Barium 120 ug/L 03/27/16 23:31 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:31 7440-43-903/25/16 11:351.0 1
Chromium 7.3 ug/L 03/27/16 23:31 7440-47-303/25/16 11:355.0 1
Lead ND ug/L 03/27/16 23:31 7439-92-103/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:31 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:31 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 15:39 7439-97-603/28/16 14:150.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 02:12 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 02:12 107-13-110.0 1
Benzene ND ug/L 03/26/16 02:12 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 02:12 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 02:12 75-27-41.0 1
Bromoform ND ug/L 03/26/16 02:12 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 02:12 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 02:12 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 02:12 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 02:12 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 02:12 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 02:12 75-00-31.0 1
Chloroform ND ug/L 03/26/16 02:12 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 02:12 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 02:12 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 02:12 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 02:12 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 02:12 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 02:12 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 02:12 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 02:12 110-57-61.0 1
1,1-Dichloroethane 1.2 ug/L 03/26/16 02:12 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 02:12 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 02:12 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 02:12 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 10 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DDW-05 Lab ID: 92291239003 Collected: 03/23/16 14:15 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/26/16 02:12 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 02:12 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 02:12 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 02:12 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 02:12 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 02:12 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 02:12 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 02:12 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 02:12 108-10-15.0 1
Styrene ND ug/L 03/26/16 02:12 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 02:12 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 02:12 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 02:12 127-18-41.0 1
Toluene ND ug/L 03/26/16 02:12 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 02:12 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 02:12 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 02:12 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 02:12 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 02:12 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 02:12 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 02:12 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 02:12 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 02:12 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/26/16 02:12 460-00-470-130 1
1,2-Dichloroethane-d4 (S)97 %03/26/16 02:12 17060-07-070-130 1
Toluene-d8 (S)99 %03/26/16 02:12 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 11 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: ST-02 Lab ID: 92291239004 Collected: 03/23/16 14:30 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/23/16 14:301
Field pH 7.1 Std. Units 03/23/16 14:300.10 1
Field Temperature 16.2 deg C 03/23/16 14:300.50 1
Field Specific Conductance 296.3 umhos/cm 03/23/16 14:301.0 1
Odor Sulfurous 03/23/16 14:301
Appearance Murky 03/23/16 14:301
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:12 7440-38-203/25/16 11:3510.0 1
Barium 69.3 ug/L 03/27/16 23:34 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:34 7440-43-903/25/16 11:351.0 1
Chromium ND ug/L 03/27/16 23:34 7440-47-303/25/16 11:355.0 1
Lead ND ug/L 03/27/16 23:34 7439-92-103/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:34 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:34 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 02:29 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 02:29 107-13-110.0 1
Benzene ND ug/L 03/26/16 02:29 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 02:29 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 02:29 75-27-41.0 1
Bromoform ND ug/L 03/26/16 02:29 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 02:29 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 02:29 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 02:29 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 02:29 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 02:29 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 02:29 75-00-31.0 1
Chloroform ND ug/L 03/26/16 02:29 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 02:29 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 02:29 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 02:29 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 02:29 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 02:29 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 02:29 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 02:29 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 02:29 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 02:29 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 02:29 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 02:29 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 02:29 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 02:29 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 02:29 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 02:29 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 02:29 10061-02-61.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 12 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: ST-02 Lab ID: 92291239004 Collected: 03/23/16 14:30 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 03/26/16 02:29 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 02:29 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 02:29 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 02:29 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 02:29 108-10-15.0 1
Styrene ND ug/L 03/26/16 02:29 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 02:29 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 02:29 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 02:29 127-18-41.0 1
Toluene ND ug/L 03/26/16 02:29 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 02:29 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 02:29 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 02:29 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 02:29 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 02:29 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 02:29 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 02:29 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 02:29 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 02:29 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 02:29 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %03/26/16 02:29 17060-07-070-130 1
Toluene-d8 (S)102 %03/26/16 02:29 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 13 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DMW-09 Lab ID: 92291239005 Collected: 03/23/16 14:35 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/23/16 14:351
Field pH 6.4 Std. Units 03/23/16 14:350.10 1
Field Temperature 15.3 deg C 03/23/16 14:350.50 1
Static Water Level 4.66 feet 03/23/16 14:351
Field Specific Conductance 454.3 umhos/cm 03/23/16 14:351.0 1
Odor None 03/23/16 14:351
Appearance Clear 03/23/16 14:351
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:15 7440-38-203/25/16 11:3510.0 1
Barium 74.5 ug/L 03/27/16 23:37 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:37 7440-43-903/25/16 11:351.0 1
Chromium ND ug/L 03/27/16 23:37 7440-47-303/25/16 11:355.0 1
Lead ND ug/L 03/27/16 23:37 7439-92-103/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:37 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:37 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 15:41 7439-97-603/28/16 14:150.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 02:46 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 02:46 107-13-110.0 1
Benzene ND ug/L 03/26/16 02:46 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 02:46 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 02:46 75-27-41.0 1
Bromoform ND ug/L 03/26/16 02:46 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 02:46 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 02:46 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 02:46 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 02:46 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 02:46 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 02:46 75-00-31.0 1
Chloroform ND ug/L 03/26/16 02:46 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 02:46 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 02:46 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 02:46 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 02:46 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 02:46 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 02:46 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 02:46 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 02:46 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 02:46 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 02:46 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 02:46 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 02:46 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 14 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DMW-09 Lab ID: 92291239005 Collected: 03/23/16 14:35 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/26/16 02:46 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 02:46 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 02:46 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 02:46 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 02:46 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 02:46 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 02:46 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 02:46 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 02:46 108-10-15.0 1
Styrene ND ug/L 03/26/16 02:46 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 02:46 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 02:46 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 02:46 127-18-41.0 1
Toluene ND ug/L 03/26/16 02:46 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 02:46 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 02:46 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 02:46 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 02:46 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 02:46 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 02:46 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 02:46 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 02:46 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 02:46 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 02:46 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %03/26/16 02:46 17060-07-070-130 1
Toluene-d8 (S)101 %03/26/16 02:46 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 15 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DDW-06 Lab ID: 92291239006 Collected: 03/23/16 16:40 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/23/16 16:401
Field pH 6.2 Std. Units 03/23/16 16:400.10 1
Field Temperature 16.8 deg C 03/23/16 16:400.50 1
Static Water Level 28.88 feet 03/23/16 16:401
Field Specific Conductance 115.9 umhos/cm 03/23/16 16:401.0 1
Odor None 03/23/16 16:401
Appearance Clear 03/23/16 16:401
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:19 7440-38-203/25/16 11:3510.0 1
Barium 16.0 ug/L 03/27/16 23:41 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:41 7440-43-903/25/16 11:351.0 1
Chromium 5.5 ug/L 03/27/16 23:41 7440-47-303/25/16 11:355.0 1
Lead ND ug/L 03/27/16 23:41 7439-92-103/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:41 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:41 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 15:48 7439-97-603/28/16 14:150.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 03:03 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 03:03 107-13-110.0 1
Benzene ND ug/L 03/26/16 03:03 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 03:03 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 03:03 75-27-41.0 1
Bromoform ND ug/L 03/26/16 03:03 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 03:03 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 03:03 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 03:03 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 03:03 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 03:03 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 03:03 75-00-31.0 1
Chloroform ND ug/L 03/26/16 03:03 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 03:03 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 03:03 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 03:03 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 03:03 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 03:03 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 03:03 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 03:03 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 03:03 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 03:03 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 03:03 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 03:03 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 03:03 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 16 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DDW-06 Lab ID: 92291239006 Collected: 03/23/16 16:40 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/26/16 03:03 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 03:03 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 03:03 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 03:03 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 03:03 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 03:03 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 03:03 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 03:03 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 03:03 108-10-15.0 1
Styrene ND ug/L 03/26/16 03:03 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 03:03 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 03:03 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 03:03 127-18-41.0 1
Toluene ND ug/L 03/26/16 03:03 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 03:03 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 03:03 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 03:03 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 03:03 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 03:03 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 03:03 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 03:03 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 03:03 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 03:03 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/26/16 03:03 460-00-470-130 1
1,2-Dichloroethane-d4 (S)96 %03/26/16 03:03 17060-07-070-130 1
Toluene-d8 (S)99 %03/26/16 03:03 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 17 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DMW-B Lab ID: 92291239007 Collected: 03/23/16 17:05 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/23/16 17:051
Field pH 6.0 Std. Units 03/23/16 17:050.10 1
Field Temperature 17.2 deg C 03/23/16 17:050.50 1
Static Water Level 29.08 feet 03/23/16 17:051
Field Specific Conductance 112.6 umhos/cm 03/23/16 17:051.0 1
Odor None 03/23/16 17:051
Appearance Turbid 03/23/16 17:051
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:31 7440-38-203/25/16 11:3510.0 1
Barium 99.7 ug/L 03/27/16 23:44 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:44 7440-43-903/25/16 11:351.0 1
Chromium ND ug/L 03/27/16 23:44 7440-47-303/25/16 11:355.0 1
Lead ND ug/L 03/27/16 23:44 7439-92-103/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:44 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:44 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 15:51 7439-97-603/28/16 14:150.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 03:20 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 03:20 107-13-110.0 1
Benzene ND ug/L 03/26/16 03:20 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 03:20 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 03:20 75-27-41.0 1
Bromoform ND ug/L 03/26/16 03:20 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 03:20 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 03:20 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 03:20 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 03:20 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 03:20 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 03:20 75-00-31.0 1
Chloroform ND ug/L 03/26/16 03:20 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 03:20 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 03:20 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 03:20 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 03:20 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 03:20 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 03:20 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 03:20 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 03:20 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 03:20 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 03:20 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 03:20 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 03:20 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 18 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DMW-B Lab ID: 92291239007 Collected: 03/23/16 17:05 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/26/16 03:20 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 03:20 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 03:20 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 03:20 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 03:20 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 03:20 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 03:20 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 03:20 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 03:20 108-10-15.0 1
Styrene ND ug/L 03/26/16 03:20 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 03:20 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 03:20 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 03:20 127-18-41.0 1
Toluene ND ug/L 03/26/16 03:20 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 03:20 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 03:20 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 03:20 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 03:20 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 03:20 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 03:20 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 03:20 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 03:20 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 03:20 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)97 %03/26/16 03:20 460-00-470-130 1
1,2-Dichloroethane-d4 (S)95 %03/26/16 03:20 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 03:20 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 19 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DMW-08 Lab ID: 92291239008 Collected: 03/23/16 18:15 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/23/16 18:151
Field pH 6.6 Std. Units 03/23/16 18:150.10 1
Field Temperature 18.0 deg C 03/23/16 18:150.50 1
Static Water Level 57.89 feet 03/23/16 18:151
Field Specific Conductance 150.5 umhos/cm 03/23/16 18:151.0 1
Odor None 03/23/16 18:151
Appearance Turbid 03/23/16 18:151
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:34 7440-38-203/25/16 11:3510.0 1
Barium 176 ug/L 03/27/16 23:47 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:47 7440-43-903/25/16 11:351.0 1
Chromium ND ug/L 03/27/16 23:47 7440-47-303/25/16 11:355.0 1
Iron 19800 ug/L 03/27/16 23:47 7439-89-603/25/16 11:3550.0 1
Lead ND ug/L 03/27/16 23:47 7439-92-103/25/16 11:355.0 1
Manganese 243 ug/L 03/27/16 23:47 7439-96-503/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:47 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:47 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 15:53 7439-97-603/28/16 14:150.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 03:37 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 03:37 107-13-110.0 1
Benzene ND ug/L 03/26/16 03:37 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 03:37 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 03:37 75-27-41.0 1
Bromoform ND ug/L 03/26/16 03:37 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 03:37 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 03:37 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 03:37 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 03:37 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 03:37 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 03:37 75-00-31.0 1
Chloroform ND ug/L 03/26/16 03:37 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 03:37 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 03:37 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 03:37 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 03:37 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 03:37 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 03:37 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 03:37 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 03:37 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 03:37 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 03:37 107-06-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 20 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DMW-08 Lab ID: 92291239008 Collected: 03/23/16 18:15 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,1-Dichloroethene ND ug/L 03/26/16 03:37 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 03:37 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 03:37 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 03:37 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 03:37 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 03:37 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 03:37 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 03:37 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 03:37 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 03:37 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 03:37 108-10-15.0 1
Styrene ND ug/L 03/26/16 03:37 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 03:37 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 03:37 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 03:37 127-18-41.0 1
Toluene ND ug/L 03/26/16 03:37 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 03:37 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 03:37 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 03:37 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 03:37 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 03:37 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 03:37 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 03:37 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 03:37 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 03:37 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 03:37 460-00-470-130 1
1,2-Dichloroethane-d4 (S)98 %03/26/16 03:37 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 03:37 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 21 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DMW-02 Lab ID: 92291239009 Collected: 03/23/16 19:15 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/23/16 19:151
Field pH 7.6 Std. Units 03/23/16 19:150.10 1
Field Temperature 17.9 deg C 03/23/16 19:150.50 1
Static Water Level 11.75 feet 03/23/16 19:151
Field Specific Conductance 1249 umhos/cm 03/23/16 19:151.0 1
Odor None 03/23/16 19:151
Appearance Turbid 03/23/16 19:151
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/28/16 15:37 7440-38-203/25/16 11:3510.0 1
Barium 36.9 ug/L 03/27/16 23:50 7440-39-303/25/16 11:355.0 1
Cadmium ND ug/L 03/27/16 23:50 7440-43-903/25/16 11:351.0 1
Chromium ND ug/L 03/27/16 23:50 7440-47-303/25/16 11:355.0 1
Iron 2990 ug/L 03/27/16 23:50 7439-89-603/25/16 11:3550.0 1
Lead ND ug/L 03/27/16 23:50 7439-92-103/25/16 11:355.0 1
Manganese 75.3 ug/L 03/27/16 23:50 7439-96-503/25/16 11:355.0 1
Selenium ND ug/L 03/27/16 23:50 7782-49-203/25/16 11:3510.0 1
Silver ND ug/L 03/27/16 23:50 7440-22-403/25/16 11:355.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 15:55 7439-97-603/28/16 14:150.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 03:54 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 03:54 107-13-110.0 1
Benzene ND ug/L 03/26/16 03:54 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 03:54 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 03:54 75-27-41.0 1
Bromoform ND ug/L 03/26/16 03:54 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 03:54 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 03:54 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 03:54 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 03:54 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 03:54 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 03:54 75-00-31.0 1
Chloroform ND ug/L 03/26/16 03:54 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 03:54 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 03:54 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 03:54 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 03:54 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 03:54 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 03:54 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 03:54 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 03:54 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 03:54 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 03:54 107-06-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 22 of 36
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291239
Former York Road Landfill
Sample: DMW-02 Lab ID: 92291239009 Collected: 03/23/16 19:15 Received: 03/24/16 08:00 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,1-Dichloroethene ND ug/L 03/26/16 03:54 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 03:54 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 03:54 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 03:54 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 03:54 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 03:54 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 03:54 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 03:54 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 03:54 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 03:54 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 03:54 108-10-15.0 1
Styrene ND ug/L 03/26/16 03:54 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 03:54 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 03:54 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 03:54 127-18-41.0 1
Toluene ND ug/L 03/26/16 03:54 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 03:54 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 03:54 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 03:54 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 03:54 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 03:54 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 03:54 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 03:54 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 03:54 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 03:54 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 03:54 460-00-470-130 1
1,2-Dichloroethane-d4 (S)98 %03/26/16 03:54 17060-07-070-130 1
Toluene-d8 (S)99 %03/26/16 03:54 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 23 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MERP/9142
EPA 7470
EPA 7470
7470 Mercury
Associated Lab Samples:92291239001, 92291239002, 92291239003, 92291239005, 92291239006, 92291239007, 92291239008,
92291239009
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695099
Associated Lab Samples: 92291239001, 92291239002, 92291239003, 92291239005, 92291239006, 92291239007, 92291239008,
92291239009
Matrix: Water
Analyzed
Mercury ug/L ND 0.20 03/31/16 15:18
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695100LABORATORY CONTROL SAMPLE:
LCSSpike
Mercury ug/L 2.22.5 87 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1695101MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92291228001
1695102
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Mercury ug/L 2.5 88 75-12588 02.5ND 2.2 2.2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 24 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MPRP/21110
EPA 3010A
EPA 6010
6010 MET NC Groundwater
Associated Lab Samples:92291239001, 92291239002, 92291239003, 92291239004, 92291239005, 92291239006, 92291239007,
92291239008, 92291239009
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1694967
Associated Lab Samples: 92291239001, 92291239002, 92291239003, 92291239004, 92291239005, 92291239006, 92291239007,
92291239008, 92291239009
Matrix: Water
Analyzed
Arsenic ug/L ND 10.0 03/28/16 14:10
Barium ug/L ND 5.0 03/27/16 22:23
Cadmium ug/L ND 1.0 03/27/16 22:23
Chromium ug/L ND 5.0 03/27/16 22:23
Iron ug/L ND 50.0 03/27/16 22:23
Lead ug/L ND 5.0 03/27/16 22:23
Manganese ug/L ND 5.0 03/27/16 22:23
Selenium ug/L ND 10.0 03/27/16 22:23
Silver ug/L ND 5.0 03/27/16 22:23
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1694968LABORATORY CONTROL SAMPLE:
LCSSpike
Arsenic ug/L 483500 97 80-120
Barium ug/L 496500 99 80-120
Cadmium ug/L 456500 91 80-120
Chromium ug/L 465500 93 80-120
Iron ug/L 45105000 90 80-120
Lead ug/L 437500 87 80-120
Manganese ug/L 443500 89 80-120
Selenium ug/L 436500 87 80-120
Silver ug/L 233250 93 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1694969MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92291134004
1694970
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Arsenic ug/L 500 100 75-125100 0500ND501 500
Barium ug/L 500 102 75-12596 5500161671 640
Cadmium ug/L 500 94 75-12589 5500ND468 447
Chromium ug/L 500 93 75-12587 65003.4J 466 439
Iron ug/L 5000 89 75-12584 550002414700 4460
Lead ug/L 500 83 75-12580 4500ND417 399
Manganese ug/L 500 89 75-12582 5500225672 637
Selenium ug/L 500 88 75-12584 5500ND440 420
Silver ug/L 250 96 75-12592 5250ND241 230
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 25 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/36126
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples: 92291239001
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695054
Associated Lab Samples:92291239001
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 03/25/16 11:30
1,1,1-Trichloroethane ug/L ND 1.0 03/25/16 11:30
1,1,2,2-Tetrachloroethane ug/L ND 1.0 03/25/16 11:30
1,1,2-Trichloroethane ug/L ND 1.0 03/25/16 11:30
1,1-Dichloroethane ug/L ND 1.0 03/25/16 11:30
1,1-Dichloroethene ug/L ND 1.0 03/25/16 11:30
1,2,3-Trichloropropane ug/L ND 1.0 03/25/16 11:30
1,2-Dibromo-3-chloropropane ug/L ND 2.0 03/25/16 11:30
1,2-Dibromoethane (EDB)ug/L ND 1.0 03/25/16 11:30
1,2-Dichlorobenzene ug/L ND 1.0 03/25/16 11:30
1,2-Dichloroethane ug/L ND 1.0 03/25/16 11:30
1,2-Dichloropropane ug/L ND 1.0 03/25/16 11:30
1,4-Dichlorobenzene ug/L ND 1.0 03/25/16 11:30
2-Butanone (MEK)ug/L ND 5.0 03/25/16 11:30
2-Hexanone ug/L ND 5.0 03/25/16 11:30
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 03/25/16 11:30
Acetone ug/L ND 25.0 03/25/16 11:30
Acrylonitrile ug/L ND 10.0 03/25/16 11:30
Benzene ug/L ND 1.0 03/25/16 11:30
Bromochloromethane ug/L ND 1.0 03/25/16 11:30
Bromodichloromethane ug/L ND 1.0 03/25/16 11:30
Bromoform ug/L ND 1.0 03/25/16 11:30
Bromomethane ug/L ND 2.0 03/25/16 11:30
Carbon disulfide ug/L ND 2.0 03/25/16 11:30
Carbon tetrachloride ug/L ND 1.0 03/25/16 11:30
Chlorobenzene ug/L ND 1.0 03/25/16 11:30
Chloroethane ug/L ND 1.0 03/25/16 11:30
Chloroform ug/L ND 1.0 03/25/16 11:30
Chloromethane ug/L ND 1.0 03/25/16 11:30
cis-1,2-Dichloroethene ug/L ND 1.0 03/25/16 11:30
cis-1,3-Dichloropropene ug/L ND 1.0 03/25/16 11:30
Dibromochloromethane ug/L ND 1.0 03/25/16 11:30
Dibromomethane ug/L ND 1.0 03/25/16 11:30
Ethylbenzene ug/L ND 1.0 03/25/16 11:30
Iodomethane ug/L ND 5.0 03/25/16 11:30
m&p-Xylene ug/L ND 2.0 03/25/16 11:30
Methylene Chloride ug/L ND 1.0 03/25/16 11:30
o-Xylene ug/L ND 1.0 03/25/16 11:30
Styrene ug/L ND 1.0 03/25/16 11:30
Tetrachloroethene ug/L ND 1.0 03/25/16 11:30
Toluene ug/L ND 1.0 03/25/16 11:30
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 26 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695054
Associated Lab Samples:92291239001
Matrix: Water
Analyzed
trans-1,2-Dichloroethene ug/L ND 1.0 03/25/16 11:30
trans-1,3-Dichloropropene ug/L ND 1.0 03/25/16 11:30
trans-1,4-Dichloro-2-butene ug/L ND 1.0 03/25/16 11:30
Trichloroethene ug/L ND 1.0 03/25/16 11:30
Trichlorofluoromethane ug/L ND 1.0 03/25/16 11:30
Vinyl acetate ug/L ND 2.0 03/25/16 11:30
Vinyl chloride ug/L ND 1.0 03/25/16 11:30
1,2-Dichloroethane-d4 (S)%98 70-130 03/25/16 11:30
4-Bromofluorobenzene (S)%98 70-130 03/25/16 11:30
Toluene-d8 (S)%101 70-130 03/25/16 11:30
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695055LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 44.750 89 80-125
1,1,1-Trichloroethane ug/L 47.250 94 71-129
1,1,2,2-Tetrachloroethane ug/L 43.550 87 79-124
1,1,2-Trichloroethane ug/L 43.350 87 85-125
1,1-Dichloroethane ug/L 45.350 91 73-126
1,1-Dichloroethene ug/L 49.550 99 66-135
1,2,3-Trichloropropane ug/L 44.850 90 75-130
1,2-Dibromo-3-chloropropane ug/L 42.650 85 71-133
1,2-Dibromoethane (EDB)ug/L 45.850 92 83-124
1,2-Dichlorobenzene ug/L 43.650 87 80-133
1,2-Dichloroethane ug/L 42.250 84 67-128
1,2-Dichloropropane ug/L 44.050 88 75-132
1,4-Dichlorobenzene ug/L 44.450 89 78-130
2-Butanone (MEK)ug/L 90.9100 91 61-144
2-Hexanone ug/L 90.9100 91 68-143
4-Methyl-2-pentanone (MIBK)ug/L 92.1100 92 72-135
Acetone ug/L 90.8100 91 48-146
Acrylonitrile ug/L 223250 89 40-160
Benzene ug/L 45.550 91 80-125
Bromochloromethane ug/L 46.250 92 71-125
Bromodichloromethane ug/L 43.850 88 78-124
Bromoform ug/L 42.850 86 71-128
Bromomethane ug/L 44.850 90 40-160
Carbon disulfide ug/L 47.150 94 50-160
Carbon tetrachloride ug/L 47.850 96 69-131
Chlorobenzene ug/L 44.850 90 81-122
Chloroethane ug/L 48.650 97 39-148
Chloroform ug/L 44.450 89 73-127
Chloromethane ug/L 44.650 89 44-146
cis-1,2-Dichloroethene ug/L 44.750 89 74-124
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 27 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695055LABORATORY CONTROL SAMPLE:
LCSSpike
cis-1,3-Dichloropropene ug/L 44.150 88 72-132
Dibromochloromethane ug/L 44.250 88 78-125
Dibromomethane ug/L 44.950 90 82-120
Ethylbenzene ug/L 44.550 89 79-121
Iodomethane ug/L 70.8100 71 39-154
m&p-Xylene ug/L 88.9100 89 81-124
Methylene Chloride ug/L 46.650 93 64-133
o-Xylene ug/L 43.650 87 79-131
Styrene ug/L 44.850 90 84-126
Tetrachloroethene ug/L 46.450 93 78-122
Toluene ug/L 45.550 91 80-121
trans-1,2-Dichloroethene ug/L 46.350 93 71-127
trans-1,3-Dichloropropene ug/L 42.850 86 69-141
trans-1,4-Dichloro-2-butene ug/L 38.950 78 40-160
Trichloroethene ug/L 45.450 91 78-122
Trichlorofluoromethane ug/L 48.350 97 53-137
Vinyl acetate ug/L 99.2100 99 40-160
Vinyl chloride ug/L 48.950 98 58-137
1,2-Dichloroethane-d4 (S)%100 70-130
4-Bromofluorobenzene (S)%103 70-130
Toluene-d8 (S)%100 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1695056MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92290569009
1695057
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 94 70-130100 620ND18.9 20.0
1,1,1-Trichloroethane ug/L 20 101 70-130106 520ND20.2 21.2
1,1,2,2-Tetrachloroethane ug/L 20 92 70-13097 620ND18.3 19.5
1,1,2-Trichloroethane ug/L 20 90 70-13096 620ND18.0 19.1
1,1-Dichloroethane ug/L M12039770-130400 120ND79.4 80.0
1,1-Dichloroethene ug/L 20 112 70-166118 520ND22.5 23.6
1,2,3-Trichloropropane ug/L 20 94 70-130100 620ND18.7 20.0
1,2-Dibromo-3-chloropropane ug/L 20 90 70-13097 820ND17.9 19.3
1,2-Dibromoethane (EDB)ug/L 20 94 70-130101 820ND18.8 20.3
1,2-Dichlorobenzene ug/L 20 92 70-13099 820ND18.3 19.8
1,2-Dichloroethane ug/L 20 86 70-13093 720ND17.3 18.6
1,2-Dichloropropane ug/L 20 92 70-13094 320ND18.3 18.9
1,4-Dichlorobenzene ug/L 20 94 70-130100 620ND18.9 20.1
2-Butanone (MEK)ug/L 40 87 70-130100 1440ND34.7 39.9
2-Hexanone ug/L 40 92 70-13098 640ND36.8 39.0
4-Methyl-2-pentanone (MIBK) ug/L 40 97 70-13099 240ND38.8 39.5
Acetone ug/L 40 102 70-130110 740ND40.9 44.0
Acrylonitrile ug/L 100 82 70-13095 14100ND81.8 94.6
Benzene ug/L 20 104 70-148107 320ND20.8 21.4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
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Page 28 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1695056MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92290569009
1695057
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Bromochloromethane ug/L 20 94 70-13099 520ND18.9 19.9
Bromodichloromethane ug/L 20 91 70-13095 420ND18.1 18.9
Bromoform ug/L 20 83 70-13089 620ND16.6 17.7
Bromomethane ug/L M1206570-13075 1520ND12.9 15.1
Carbon disulfide ug/L 20 90 70-13097 720ND18.0 19.4
Carbon tetrachloride ug/L 20 102 70-130106 420ND20.5 21.3
Chlorobenzene ug/L 20 105 70-146110 520ND21.1 22.2
Chloroethane ug/L M12016370-130164 020ND32.6 32.7
Chloroform ug/L 20 90 70-13096 720ND17.9 19.2
Chloromethane ug/L M1206170-13064 520ND12.1 12.7
cis-1,2-Dichloroethene ug/L 20 95 70-130102 720ND18.9 20.3
cis-1,3-Dichloropropene ug/L 20 88 70-13093 520ND17.7 18.6
Dibromochloromethane ug/L 20 90 70-13098 820ND18.0 19.5
Dibromomethane ug/L 20 94 70-13098 420ND18.8 19.6
Ethylbenzene ug/L 20 94 70-130102 720ND18.9 20.3
Iodomethane ug/L M1,R1401470-13030 7440ND5.5 11.9
m&p-Xylene ug/L 40 92 70-13099 840ND36.8 39.8
Methylene Chloride ug/L 20 101 70-130107 620ND20.3 21.5
o-Xylene ug/L 20 92 70-13097 620ND18.3 19.4
Styrene ug/L 20 94 70-13099 620ND18.7 19.9
Tetrachloroethene ug/L 20 95 70-130103 820ND19.0 20.6
Toluene ug/L 20 96 70-155100 420ND19.2 20.1
trans-1,2-Dichloroethene ug/L 20 94 70-130101 720ND18.9 20.2
trans-1,3-Dichloropropene ug/L 20 87 70-13090 320ND17.4 18.0
trans-1,4-Dichloro-2-butene ug/L 20 71 70-13074 420ND14.3 14.8
Trichloroethene ug/L 20 95 69-151100 520ND19.0 20.0
Trichlorofluoromethane ug/L M12019770-130199 120ND39.3 39.8
Vinyl acetate ug/L 40 91 70-13096 640ND36.5 38.6
Vinyl chloride ug/L 20 85 70-13088 320ND16.9 17.5
1,2-Dichloroethane-d4 (S)%95 70-13096
4-Bromofluorobenzene (S)%98 70-13099
Toluene-d8 (S)%100 70-13098
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
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Huntersville, NC 28078
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Page 29 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/36138
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples:92291239002, 92291239003, 92291239004, 92291239005, 92291239006, 92291239007, 92291239008,
92291239009
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695680
Associated Lab Samples: 92291239002, 92291239003, 92291239004, 92291239005, 92291239006, 92291239007, 92291239008,
92291239009
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 03/25/16 23:40
1,1,1-Trichloroethane ug/L ND 1.0 03/25/16 23:40
1,1,2,2-Tetrachloroethane ug/L ND 1.0 03/25/16 23:40
1,1,2-Trichloroethane ug/L ND 1.0 03/25/16 23:40
1,1-Dichloroethane ug/L ND 1.0 03/25/16 23:40
1,1-Dichloroethene ug/L ND 1.0 03/25/16 23:40
1,2,3-Trichloropropane ug/L ND 1.0 03/25/16 23:40
1,2-Dibromo-3-chloropropane ug/L ND 2.0 03/25/16 23:40
1,2-Dibromoethane (EDB)ug/L ND 1.0 03/25/16 23:40
1,2-Dichlorobenzene ug/L ND 1.0 03/25/16 23:40
1,2-Dichloroethane ug/L ND 1.0 03/25/16 23:40
1,2-Dichloropropane ug/L ND 1.0 03/25/16 23:40
1,4-Dichlorobenzene ug/L ND 1.0 03/25/16 23:40
2-Butanone (MEK)ug/L ND 5.0 03/25/16 23:40
2-Hexanone ug/L ND 5.0 03/25/16 23:40
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 03/25/16 23:40
Acetone ug/L ND 25.0 03/25/16 23:40
Acrylonitrile ug/L ND 10.0 03/25/16 23:40
Benzene ug/L ND 1.0 03/25/16 23:40
Bromochloromethane ug/L ND 1.0 03/25/16 23:40
Bromodichloromethane ug/L ND 1.0 03/25/16 23:40
Bromoform ug/L ND 1.0 03/25/16 23:40
Bromomethane ug/L ND 2.0 03/25/16 23:40
Carbon disulfide ug/L ND 2.0 03/25/16 23:40
Carbon tetrachloride ug/L ND 1.0 03/25/16 23:40
Chlorobenzene ug/L ND 1.0 03/25/16 23:40
Chloroethane ug/L ND 1.0 03/25/16 23:40
Chloroform ug/L ND 1.0 03/25/16 23:40
Chloromethane ug/L ND 1.0 03/25/16 23:40
cis-1,2-Dichloroethene ug/L ND 1.0 03/25/16 23:40
cis-1,3-Dichloropropene ug/L ND 1.0 03/25/16 23:40
Dibromochloromethane ug/L ND 1.0 03/25/16 23:40
Dibromomethane ug/L ND 1.0 03/25/16 23:40
Ethylbenzene ug/L ND 1.0 03/25/16 23:40
Iodomethane ug/L ND 5.0 03/25/16 23:40
m&p-Xylene ug/L ND 2.0 03/25/16 23:40
Methylene Chloride ug/L ND 1.0 03/25/16 23:40
o-Xylene ug/L ND 1.0 03/25/16 23:40
Styrene ug/L ND 1.0 03/25/16 23:40
Tetrachloroethene ug/L ND 1.0 03/25/16 23:40
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
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Huntersville, NC 28078
(704)875-9092
Page 30 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695680
Associated Lab Samples: 92291239002, 92291239003, 92291239004, 92291239005, 92291239006, 92291239007, 92291239008,
92291239009
Matrix: Water
Analyzed
Toluene ug/L ND 1.0 03/25/16 23:40
trans-1,2-Dichloroethene ug/L ND 1.0 03/25/16 23:40
trans-1,3-Dichloropropene ug/L ND 1.0 03/25/16 23:40
trans-1,4-Dichloro-2-butene ug/L ND 1.0 03/25/16 23:40
Trichloroethene ug/L ND 1.0 03/25/16 23:40
Trichlorofluoromethane ug/L ND 1.0 03/25/16 23:40
Vinyl acetate ug/L ND 2.0 03/25/16 23:40
Vinyl chloride ug/L ND 1.0 03/25/16 23:40
1,2-Dichloroethane-d4 (S)%96 70-130 03/25/16 23:40
4-Bromofluorobenzene (S)%97 70-130 03/25/16 23:40
Toluene-d8 (S)%99 70-130 03/25/16 23:40
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695681LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 47.450 95 80-125
1,1,1-Trichloroethane ug/L 48.250 96 71-129
1,1,2,2-Tetrachloroethane ug/L 44.850 90 79-124
1,1,2-Trichloroethane ug/L 43.750 87 85-125
1,1-Dichloroethane ug/L 45.550 91 73-126
1,1-Dichloroethene ug/L 50.650 101 66-135
1,2,3-Trichloropropane ug/L 45.550 91 75-130
1,2-Dibromo-3-chloropropane ug/L 44.550 89 71-133
1,2-Dibromoethane (EDB)ug/L 47.750 95 83-124
1,2-Dichlorobenzene ug/L 46.850 94 80-133
1,2-Dichloroethane ug/L 42.050 84 67-128
1,2-Dichloropropane ug/L 44.850 90 75-132
1,4-Dichlorobenzene ug/L 47.650 95 78-130
2-Butanone (MEK)ug/L 91.2100 91 61-144
2-Hexanone ug/L 90.8100 91 68-143
4-Methyl-2-pentanone (MIBK)ug/L 90.4100 90 72-135
Acetone ug/L 82.6100 83 48-146
Acrylonitrile ug/L 217250 87 40-160
Benzene ug/L 47.350 95 80-125
Bromochloromethane ug/L 46.250 92 71-125
Bromodichloromethane ug/L 44.750 89 78-124
Bromoform ug/L 44.950 90 71-128
Bromomethane ug/L 42.050 84 40-160
Carbon disulfide ug/L 48.250 96 50-160
Carbon tetrachloride ug/L 50.350 101 69-131
Chlorobenzene ug/L 47.750 95 81-122
Chloroethane ug/L 48.850 98 39-148
Chloroform ug/L 45.350 91 73-127
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
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Huntersville, NC 28078
(704)875-9092
Page 31 of 36
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291239
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695681LABORATORY CONTROL SAMPLE:
LCSSpike
Chloromethane ug/L 43.050 86 44-146
cis-1,2-Dichloroethene ug/L 45.450 91 74-124
cis-1,3-Dichloropropene ug/L 44.350 89 72-132
Dibromochloromethane ug/L 46.750 93 78-125
Dibromomethane ug/L 46.850 94 82-120
Ethylbenzene ug/L 48.250 96 79-121
Iodomethane ug/L 65.8100 66 39-154
m&p-Xylene ug/L 94.8100 95 81-124
Methylene Chloride ug/L 46.550 93 64-133
o-Xylene ug/L 46.450 93 79-131
Styrene ug/L 48.150 96 84-126
Tetrachloroethene ug/L 49.350 99 78-122
Toluene ug/L 46.850 94 80-121
trans-1,2-Dichloroethene ug/L 47.550 95 71-127
trans-1,3-Dichloropropene ug/L 42.250 84 69-141
trans-1,4-Dichloro-2-butene ug/L 36.350 73 40-160
Trichloroethene ug/L 46.950 94 78-122
Trichlorofluoromethane ug/L 49.650 99 53-137
Vinyl acetate ug/L 96.8100 97 40-160
Vinyl chloride ug/L 49.750 99 58-137
1,2-Dichloroethane-d4 (S)%95 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%97 70-130
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
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Huntersville, NC 28078
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Page 32 of 36
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92291239
Former York Road Landfill
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported foreach analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - AshevillePASI-A
Pace Analytical Services - CharlottePASI-C
ANALYTE QUALIFIERS
Common Laboratory Contaminant.C9
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
RPD value was outside control limits.R1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
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Page 33 of 36
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92291239
Former York Road Landfill
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92291239002 FLD/DDW-01A
92291239003 FLD/DDW-05
92291239004 FLD/ST-02
92291239005 FLD/DMW-09
92291239006 FLD/DDW-06
92291239007 FLD/DMW-B
92291239008 FLD/DMW-08
92291239009 FLD/DMW-02
92291239001 MPRP/21110 ICP/18990Field Blank EPA 3010A EPA 6010
92291239002 MPRP/21110 ICP/18990DDW-01A EPA 3010A EPA 6010
92291239003 MPRP/21110 ICP/18990DDW-05 EPA 3010A EPA 6010
92291239004 MPRP/21110 ICP/18990ST-02 EPA 3010A EPA 6010
92291239005 MPRP/21110 ICP/18990DMW-09 EPA 3010A EPA 6010
92291239006 MPRP/21110 ICP/18990DDW-06 EPA 3010A EPA 6010
92291239007 MPRP/21110 ICP/18990DMW-B EPA 3010A EPA 6010
92291239008 MPRP/21110 ICP/18990DMW-08 EPA 3010A EPA 6010
92291239009 MPRP/21110 ICP/18990DMW-02 EPA 3010A EPA 6010
92291239001 MERP/9142 MERC/8790Field Blank EPA 7470 EPA 7470
92291239002 MERP/9142 MERC/8790DDW-01A EPA 7470 EPA 7470
92291239003 MERP/9142 MERC/8790DDW-05 EPA 7470 EPA 7470
92291239005 MERP/9142 MERC/8790DMW-09 EPA 7470 EPA 7470
92291239006 MERP/9142 MERC/8790DDW-06 EPA 7470 EPA 7470
92291239007 MERP/9142 MERC/8790DMW-B EPA 7470 EPA 7470
92291239008 MERP/9142 MERC/8790DMW-08 EPA 7470 EPA 7470
92291239009 MERP/9142 MERC/8790DMW-02 EPA 7470 EPA 7470
92291239001 MSV/36126Field Blank EPA 8260
92291239002 MSV/36138DDW-01A EPA 8260
92291239003 MSV/36138DDW-05 EPA 8260
92291239004 MSV/36138ST-02 EPA 8260
92291239005 MSV/36138DMW-09 EPA 8260
92291239006 MSV/36138DDW-06 EPA 8260
92291239007 MSV/36138DMW-B EPA 8260
92291239008 MSV/36138DMW-08 EPA 8260
92291239009 MSV/36138DMW-02 EPA 8260
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 03/31/2016 04:56 PM
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Huntersville, NC 28078
(704)875-9092
Page 34 of 36
Page 35 of 36
Page 36 of 36
#=CL#
April 04, 2016
LIMS USE: FR - DAVID HANLEY
LIMS OBJECT ID: 92291401
92291401
Project:
Pace Project No.:
RE:
David Hanley
Geosyntec Consultants
1300 S. Mint Street
Suite 410
Charlotte, NC 28203
Former York Road Landfill
Dear David Hanley:
Enclosed are the analytical results for sample(s) received by the laboratory on March 24, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
taylor.ezell@pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
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Page 1 of 53
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84Virginia/VELAP Certification #: 460221
Asheville Certification IDs2225 Riverside Drive, Asheville, NC 28804Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
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Huntersville, NC 28078
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Page 2 of 53
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92291401
Former York Road Landfill
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92291401001 DMW-A EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401002 DMW-A-PDB EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401003 DMW-01 EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401004 DMW-01-PDB EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401005 DMW-02A EPA 6010 7 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401006 DMW-02A-PDB EPA 6010 7 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401007 DMW-06 EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401008 DMW-06-PDB EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401009 DDW-01 EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401010 DDW-01-PDB EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401011 YRW-10C EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401012 YRW-10C-PDB EPA 6010 9 PASI-ACDF
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401013 SC-02 EPA 6010 7 PASI-ACDF
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..
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Page 3 of 53
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92291401
Former York Road Landfill
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
EPA 7470 1 PASI-AHVK
EPA 8260 51 PASI-CGAW
92291401014 Trip Blank EPA 8260 51 PASI-CGAW
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 4 of 53
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92291401
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92291401001 DMW-A
Collected By JJQ 03/24/16 09:30
Field pH 6.4 Std. Units 03/24/16 09:300.10
Field Temperature 19.2 deg C 03/24/16 09:300.50
Static Water Level 40.31 feet 03/24/16 09:30
Field Specific Conductance 70.5 umhos/cm 03/24/16 09:301.0
Odor None 03/24/16 09:30
Appearance Murky 03/24/16 09:30
Barium 66.5 ug/L 03/30/16 20:415.0EPA 6010
Chromium 11.6 ug/L 03/30/16 20:415.0EPA 6010
Iron 5030 ug/L 03/30/16 20:4150.0EPA 6010
Manganese 57.9 ug/L 03/30/16 20:415.0EPA 6010
92291401002 DMW-A-PDB
Barium 26.2 ug/L 03/30/16 20:595.0EPA 6010
Iron 65.4 ug/L 03/30/16 20:5950.0EPA 6010
92291401003 DMW-01
Collected By JJQ 03/24/16 10:30
Field pH 6.1 Std. Units 03/24/16 10:300.10
Field Temperature 18.1 deg C 03/24/16 10:300.50
Static Water Level 31.48 feet 03/24/16 10:30
Field Specific Conductance 478.2 umhos/cm 03/24/16 10:301.0
Odor Sulfurous 03/24/16 10:30
Appearance Clear 03/24/16 10:30
Barium 111 ug/L 03/30/16 21:035.0EPA 6010
Cadmium 1.1 ug/L 03/30/16 21:031.0EPA 6010
Chromium 5.6 ug/L 03/30/16 21:035.0EPA 6010
Iron 17100 ug/L 03/30/16 21:0350.0EPA 6010
Manganese 22600 ug/L 03/31/16 14:4125.0EPA 6010
Chlorobenzene 2.7 ug/L 03/26/16 12:401.0EPA 8260
1,2-Dichlorobenzene 3.6 ug/L 03/26/16 12:401.0EPA 8260
1,4-Dichlorobenzene 15.1 ug/L 03/26/16 12:401.0EPA 8260
1,1-Dichloroethane 1.6 ug/L 03/26/16 12:401.0EPA 8260
cis-1,2-Dichloroethene 23.0 ug/L 03/26/16 12:401.0EPA 8260
1,2-Dichloropropane 2.7 ug/L 03/26/16 12:401.0EPA 8260
Trichloroethene 3.8 ug/L 03/26/16 12:401.0EPA 8260
Vinyl chloride 2.8 ug/L 03/26/16 12:401.0EPA 8260
92291401004 DMW-01-PDB
Barium 123 ug/L 03/30/16 21:065.0EPA 6010
Iron 14800 ug/L 03/30/16 21:0650.0EPA 6010
Manganese 23700 ug/L 03/31/16 14:4525.0EPA 6010
Chlorobenzene 2.5 ug/L 03/26/16 12:571.0EPA 8260
1,2-Dichlorobenzene 3.4 ug/L 03/26/16 12:571.0EPA 8260
1,4-Dichlorobenzene 13.1 ug/L 03/26/16 12:571.0EPA 8260
1,1-Dichloroethane 1.5 ug/L 03/26/16 12:571.0EPA 8260
cis-1,2-Dichloroethene 21.3 ug/L 03/26/16 12:571.0EPA 8260
1,2-Dichloropropane 2.5 ug/L 03/26/16 12:571.0EPA 8260
Trichloroethene 4.0 ug/L 03/26/16 12:571.0EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 5 of 53
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92291401
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92291401004 DMW-01-PDB
Vinyl chloride 2.5 ug/L 03/26/16 12:571.0EPA 8260
92291401005 DMW-02A
Collected By JJQ 03/24/16 11:30
Field pH 12.5 Std. Units 03/24/16 11:300.10
Field Temperature 16.5 deg C 03/24/16 11:300.50
Static Water Level 40.25 feet 03/24/16 11:30
Field Specific Conductance 7830 umhos/cm 03/24/16 11:301.0
Odor None 03/24/16 11:30
Appearance Cloudy 03/24/16 11:30
Barium 1460 ug/L 03/30/16 21:095.0EPA 6010
Chromium 5.9 ug/L 03/30/16 21:095.0EPA 6010
Lead 5.7 ug/L 03/30/16 21:095.0EPA 6010
Acetone 57.7 ug/L 03/26/16 13:1425.0EPA 8260
92291401006 DMW-02A-PDB
Barium 1530 ug/L 03/30/16 21:135.0EPA 6010
Chromium 5.7 ug/L 03/30/16 21:135.0EPA 6010
Acetone 58.5 ug/L 03/26/16 13:3125.0EPA 8260
92291401007 DMW-06
Collected By JJQ 03/24/16 13:35
Field pH 6.3 Std. Units 03/24/16 13:350.10
Field Temperature 16.5 deg C 03/24/16 13:350.50
Static Water Level 9.69 feet 03/24/16 13:35
Field Specific Conductance 1323 umhos/cm 03/24/16 13:351.0
Odor None 03/24/16 13:35
Appearance Clear 03/24/16 13:35
Barium 634 ug/L 03/30/16 21:165.0EPA 6010
Iron 98.1 ug/L 03/30/16 21:1650.0EPA 6010
Manganese 172 ug/L 03/30/16 21:165.0EPA 6010
Chlorobenzene 3.7 ug/L 03/26/16 13:481.0EPA 8260
1,4-Dichlorobenzene 5.5 ug/L 03/26/16 13:481.0EPA 8260
1,1-Dichloroethane 5.1 ug/L 03/26/16 13:481.0EPA 8260
cis-1,2-Dichloroethene 28.3 ug/L 03/26/16 13:481.0EPA 8260
1,2-Dichloropropane 2.2 ug/L 03/26/16 13:481.0EPA 8260
Tetrachloroethene 1.7 ug/L 03/26/16 13:481.0EPA 8260
Trichloroethene 5.5 ug/L 03/26/16 13:481.0EPA 8260
Vinyl chloride 3.7 ug/L 03/26/16 13:481.0EPA 8260
92291401008 DMW-06-PDB
Barium 588 ug/L 03/30/16 21:195.0EPA 6010
Manganese 108 ug/L 03/30/16 21:195.0EPA 6010
Chlorobenzene 2.6 ug/L 03/26/16 14:051.0EPA 8260
1,4-Dichlorobenzene 4.1 ug/L 03/26/16 14:051.0EPA 8260
1,1-Dichloroethane 3.8 ug/L 03/26/16 14:051.0EPA 8260
cis-1,2-Dichloroethene 21.1 ug/L 03/26/16 14:051.0EPA 8260
1,2-Dichloropropane 1.7 ug/L 03/26/16 14:051.0EPA 8260
Tetrachloroethene 1.2 ug/L 03/26/16 14:051.0EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 6 of 53
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92291401
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92291401008 DMW-06-PDB
Trichloroethene 4.2 ug/L 03/26/16 14:051.0EPA 8260
Vinyl chloride 2.4 ug/L 03/26/16 14:051.0EPA 8260
92291401009 DDW-01
Collected By JJQ 03/24/16 16:45
Field pH 6.9 Std. Units 03/24/16 16:450.10
Field Temperature 16.7 deg C 03/24/16 16:450.50
Static Water Level 7.59 feet 03/24/16 16:45
Field Specific Conductance 366.2 umhos/cm 03/24/16 16:451.0
Odor None 03/24/16 16:45
Appearance Clear 03/24/16 16:45
Barium 24.0 ug/L 03/30/16 21:225.0EPA 6010
Chromium 10 ug/L 03/30/16 21:225.0EPA 6010
Iron 76.1 ug/L 03/30/16 21:2250.0EPA 6010
Manganese 7.1 ug/L 03/30/16 21:225.0EPA 6010
1,1-Dichloroethane 1.7 ug/L 03/26/16 14:221.0EPA 8260
cis-1,2-Dichloroethene 2.5 ug/L 03/26/16 14:221.0EPA 8260
Tetrachloroethene 1.4 ug/L 03/26/16 14:221.0EPA 8260
92291401010 DDW-01-PDB
Barium 22.6 ug/L 03/30/16 21:255.0EPA 6010
Chromium 8.5 ug/L 03/30/16 21:255.0EPA 6010
Iron 85.4 ug/L 03/30/16 21:2550.0EPA 6010
Chlorobenzene 2.5 ug/L 03/26/16 14:391.0EPA 8260
1,1-Dichloroethane 6.5 ug/L 03/26/16 14:391.0EPA 8260
cis-1,2-Dichloroethene 11.1 ug/L 03/26/16 14:391.0EPA 8260
Tetrachloroethene 8.9 ug/L 03/26/16 14:391.0EPA 8260
Trichloroethene 3.6 ug/L 03/26/16 14:391.0EPA 8260
92291401011 YRW-10C
Collected By JJQ 03/24/16 17:25
Field pH 6.4 Std. Units 03/24/16 17:250.10
Field Temperature 17.3 deg C 03/24/16 17:250.50
Static Water Level 13.71 feet 03/24/16 17:25
Field Specific Conductance 884.0 umhos/cm 03/24/16 17:251.0
Odor Sulfurous 03/24/16 17:25
Appearance Murky 03/24/16 17:25
Barium 415 ug/L 03/30/16 21:385.0EPA 6010
Iron 119000 ug/L 03/31/16 14:48500EPA 6010
Manganese 2040 ug/L 03/30/16 21:385.0EPA 6010
Chlorobenzene 1.1 ug/L 03/26/16 14:561.0EPA 8260
92291401012 YRW-10C-PDB
Barium 506 ug/L 03/30/16 21:415.0EPA 6010
Iron 132000 ug/L 03/31/16 14:51500EPA 6010
Lead 5.3 ug/L 03/30/16 21:415.0EPA 6010
Manganese 1690 ug/L 03/30/16 21:415.0EPA 6010
Chlorobenzene 1.6 ug/L 03/26/16 15:131.0EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 7 of 53
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92291401
Former York Road Landfill
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92291401013 SC-02
Collected By JJQ 03/24/16 14:45
Field pH 8.5 Std. Units 03/24/16 14:450.10
Field Temperature 20.1 deg C 03/24/16 14:450.50
Field Specific Conductance 383.7 umhos/cm 03/24/16 14:451.0
Odor None 03/24/16 14:45
Appearance Clear 03/24/16 14:45
Barium 40.8 ug/L 03/30/16 21:445.0EPA 6010
92291401014 Trip Blank
Methylene Chloride 1.1 ug/L 03/29/16 02:22 B,C91.0EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 8 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-A Lab ID: 92291401001 Collected: 03/24/16 09:30 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/24/16 09:301
Field pH 6.4 Std. Units 03/24/16 09:300.10 1
Field Temperature 19.2 deg C 03/24/16 09:300.50 1
Static Water Level 40.31 feet 03/24/16 09:301
Field Specific Conductance 70.5 umhos/cm 03/24/16 09:301.0 1
Odor None 03/24/16 09:301
Appearance Murky 03/24/16 09:301
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 20:41 7440-38-203/29/16 11:1510.0 1
Barium 66.5 ug/L 03/30/16 20:41 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 20:41 7440-43-903/29/16 11:151.0 1
Chromium 11.6 ug/L 03/30/16 20:41 7440-47-303/29/16 11:155.0 1
Iron 5030 ug/L 03/30/16 20:41 7439-89-603/29/16 11:1550.0 1
Lead ND ug/L 03/30/16 20:41 7439-92-103/29/16 11:155.0 1
Manganese 57.9 ug/L 03/30/16 20:41 7439-96-503/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 20:41 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 20:41 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:17 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 12:06 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 12:06 107-13-110.0 1
Benzene ND ug/L 03/26/16 12:06 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 12:06 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 12:06 75-27-41.0 1
Bromoform ND ug/L 03/26/16 12:06 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 12:06 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 12:06 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 12:06 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 12:06 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 12:06 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 12:06 75-00-31.0 1
Chloroform ND ug/L 03/26/16 12:06 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 12:06 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 12:06 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 12:06 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 12:06 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 12:06 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 12:06 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 12:06 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 12:06 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 12:06 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 12:06 107-06-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 9 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-A Lab ID: 92291401001 Collected: 03/24/16 09:30 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,1-Dichloroethene ND ug/L 03/26/16 12:06 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 12:06 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 12:06 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 12:06 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 12:06 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 12:06 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 12:06 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 12:06 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 12:06 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 12:06 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 12:06 108-10-15.0 1
Styrene ND ug/L 03/26/16 12:06 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 12:06 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 12:06 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 12:06 127-18-41.0 1
Toluene ND ug/L 03/26/16 12:06 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 12:06 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 12:06 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 12:06 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 12:06 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 12:06 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 12:06 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 12:06 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 12:06 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 12:06 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)97 %03/26/16 12:06 460-00-470-130 1
1,2-Dichloroethane-d4 (S)96 %03/26/16 12:06 17060-07-070-130 1
Toluene-d8 (S)98 %03/26/16 12:06 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 10 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-A-PDB Lab ID: 92291401002 Collected: 03/24/16 09:00 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 20:59 7440-38-203/29/16 11:1510.0 1
Barium 26.2 ug/L 03/30/16 20:59 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 20:59 7440-43-903/29/16 11:151.0 1
Chromium ND ug/L 03/30/16 20:59 7440-47-303/29/16 11:155.0 1
Iron 65.4 ug/L 03/30/16 20:59 7439-89-603/29/16 11:1550.0 1
Lead ND ug/L 03/30/16 20:59 7439-92-103/29/16 11:155.0 1
Manganese ND ug/L 03/30/16 20:59 7439-96-503/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 20:59 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 20:59 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:19 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 12:23 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 12:23 107-13-110.0 1
Benzene ND ug/L 03/26/16 12:23 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 12:23 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 12:23 75-27-41.0 1
Bromoform ND ug/L 03/26/16 12:23 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 12:23 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 12:23 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 12:23 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 12:23 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 12:23 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 12:23 75-00-31.0 1
Chloroform ND ug/L 03/26/16 12:23 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 12:23 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 12:23 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 12:23 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 12:23 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 12:23 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 12:23 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 12:23 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 12:23 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 12:23 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 12:23 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 12:23 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 12:23 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 12:23 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 12:23 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 12:23 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 12:23 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 12:23 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 12:23 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 12:23 74-88-45.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 11 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-A-PDB Lab ID: 92291401002 Collected: 03/24/16 09:00 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Methylene Chloride ND ug/L 03/26/16 12:23 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 12:23 108-10-15.0 1
Styrene ND ug/L 03/26/16 12:23 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 12:23 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 12:23 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 12:23 127-18-41.0 1
Toluene ND ug/L 03/26/16 12:23 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 12:23 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 12:23 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 12:23 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 12:23 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 12:23 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 12:23 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 12:23 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 12:23 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 12:23 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 12:23 460-00-470-130 1
1,2-Dichloroethane-d4 (S)94 %03/26/16 12:23 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 12:23 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 12 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-01 Lab ID: 92291401003 Collected: 03/24/16 10:30 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/24/16 10:301
Field pH 6.1 Std. Units 03/24/16 10:300.10 1
Field Temperature 18.1 deg C 03/24/16 10:300.50 1
Static Water Level 31.48 feet 03/24/16 10:301
Field Specific Conductance 478.2 umhos/cm 03/24/16 10:301.0 1
Odor Sulfurous 03/24/16 10:301
Appearance Clear 03/24/16 10:301
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:03 7440-38-203/29/16 11:1510.0 1
Barium 111 ug/L 03/30/16 21:03 7440-39-303/29/16 11:155.0 1
Cadmium 1.1 ug/L 03/30/16 21:03 7440-43-903/29/16 11:151.0 1
Chromium 5.6 ug/L 03/30/16 21:03 7440-47-303/29/16 11:155.0 1
Iron 17100 ug/L 03/30/16 21:03 7439-89-603/29/16 11:1550.0 1
Lead ND ug/L 03/30/16 21:03 7439-92-103/29/16 11:155.0 1
Manganese 22600 ug/L 03/31/16 14:41 7439-96-503/29/16 11:1525.0 5
Selenium ND ug/L 03/30/16 21:03 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:03 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:21 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 12:40 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 12:40 107-13-110.0 1
Benzene ND ug/L 03/26/16 12:40 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 12:40 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 12:40 75-27-41.0 1
Bromoform ND ug/L 03/26/16 12:40 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 12:40 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 12:40 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 12:40 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 12:40 56-23-51.0 1
Chlorobenzene 2.7 ug/L 03/26/16 12:40 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 12:40 75-00-31.0 1
Chloroform ND ug/L 03/26/16 12:40 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 12:40 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 12:40 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 12:40 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 12:40 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 12:40 74-95-31.0 1
1,2-Dichlorobenzene 3.6 ug/L 03/26/16 12:40 95-50-11.0 1
1,4-Dichlorobenzene 15.1 ug/L 03/26/16 12:40 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 12:40 110-57-61.0 1
1,1-Dichloroethane 1.6 ug/L 03/26/16 12:40 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 12:40 107-06-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 13 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-01 Lab ID: 92291401003 Collected: 03/24/16 10:30 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,1-Dichloroethene ND ug/L 03/26/16 12:40 75-35-41.0 1
cis-1,2-Dichloroethene 23.0 ug/L 03/26/16 12:40 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 12:40 156-60-51.0 1
1,2-Dichloropropane 2.7 ug/L 03/26/16 12:40 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 12:40 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 12:40 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 12:40 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 12:40 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 12:40 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 12:40 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 12:40 108-10-15.0 1
Styrene ND ug/L 03/26/16 12:40 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 12:40 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 12:40 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 12:40 127-18-41.0 1
Toluene ND ug/L 03/26/16 12:40 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 12:40 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 12:40 79-00-51.0 1
Trichloroethene 3.8 ug/L 03/26/16 12:40 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 12:40 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 12:40 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 12:40 108-05-42.0 1
Vinyl chloride 2.8 ug/L 03/26/16 12:40 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 12:40 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 12:40 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 12:40 460-00-470-130 1
1,2-Dichloroethane-d4 (S)97 %03/26/16 12:40 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 12:40 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 14 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-01-PDB Lab ID: 92291401004 Collected: 03/24/16 10:00 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:06 7440-38-203/29/16 11:1510.0 1
Barium 123 ug/L 03/30/16 21:06 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:06 7440-43-903/29/16 11:151.0 1
Chromium ND ug/L 03/30/16 21:06 7440-47-303/29/16 11:155.0 1
Iron 14800 ug/L 03/30/16 21:06 7439-89-603/29/16 11:1550.0 1
Lead ND ug/L 03/30/16 21:06 7439-92-103/29/16 11:155.0 1
Manganese 23700 ug/L 03/31/16 14:45 7439-96-503/29/16 11:1525.0 5
Selenium ND ug/L 03/30/16 21:06 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:06 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:28 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 12:57 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 12:57 107-13-110.0 1
Benzene ND ug/L 03/26/16 12:57 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 12:57 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 12:57 75-27-41.0 1
Bromoform ND ug/L 03/26/16 12:57 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 12:57 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 12:57 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 12:57 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 12:57 56-23-51.0 1
Chlorobenzene 2.5 ug/L 03/26/16 12:57 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 12:57 75-00-31.0 1
Chloroform ND ug/L 03/26/16 12:57 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 12:57 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 12:57 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 12:57 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 12:57 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 12:57 74-95-31.0 1
1,2-Dichlorobenzene 3.4 ug/L 03/26/16 12:57 95-50-11.0 1
1,4-Dichlorobenzene 13.1 ug/L 03/26/16 12:57 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 12:57 110-57-61.0 1
1,1-Dichloroethane 1.5 ug/L 03/26/16 12:57 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 12:57 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 12:57 75-35-41.0 1
cis-1,2-Dichloroethene 21.3 ug/L 03/26/16 12:57 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 12:57 156-60-51.0 1
1,2-Dichloropropane 2.5 ug/L 03/26/16 12:57 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 12:57 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 12:57 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 12:57 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 12:57 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 12:57 74-88-45.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 15 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-01-PDB Lab ID: 92291401004 Collected: 03/24/16 10:00 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Methylene Chloride ND ug/L 03/26/16 12:57 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 12:57 108-10-15.0 1
Styrene ND ug/L 03/26/16 12:57 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 12:57 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 12:57 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 12:57 127-18-41.0 1
Toluene ND ug/L 03/26/16 12:57 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 12:57 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 12:57 79-00-51.0 1
Trichloroethene 4.0 ug/L 03/26/16 12:57 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 12:57 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 12:57 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 12:57 108-05-42.0 1
Vinyl chloride 2.5 ug/L 03/26/16 12:57 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 12:57 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 12:57 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/26/16 12:57 460-00-470-130 1
1,2-Dichloroethane-d4 (S)97 %03/26/16 12:57 17060-07-070-130 1
Toluene-d8 (S)101 %03/26/16 12:57 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 16 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-02A Lab ID: 92291401005 Collected: 03/24/16 11:30 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/24/16 11:301
Field pH 12.5 Std. Units 03/24/16 11:300.10 1
Field Temperature 16.5 deg C 03/24/16 11:300.50 1
Static Water Level 40.25 feet 03/24/16 11:301
Field Specific Conductance 7830 umhos/cm 03/24/16 11:301.0 1
Odor None 03/24/16 11:301
Appearance Cloudy 03/24/16 11:301
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:09 7440-38-203/29/16 11:1510.0 1
Barium 1460 ug/L 03/30/16 21:09 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:09 7440-43-903/29/16 11:151.0 1
Chromium 5.9 ug/L 03/30/16 21:09 7440-47-303/29/16 11:155.0 1
Lead 5.7 ug/L 03/30/16 21:09 7439-92-103/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:09 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:09 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:31 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone 57.7 ug/L 03/26/16 13:14 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 13:14 107-13-110.0 1
Benzene ND ug/L 03/26/16 13:14 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 13:14 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 13:14 75-27-41.0 1
Bromoform ND ug/L 03/26/16 13:14 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 13:14 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 13:14 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 13:14 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 13:14 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 13:14 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 13:14 75-00-31.0 1
Chloroform ND ug/L 03/26/16 13:14 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 13:14 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 13:14 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 13:14 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 13:14 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 13:14 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 13:14 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 13:14 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 13:14 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 13:14 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 13:14 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 13:14 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 13:14 156-59-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 17 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-02A Lab ID: 92291401005 Collected: 03/24/16 11:30 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
trans-1,2-Dichloroethene ND ug/L 03/26/16 13:14 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 13:14 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 13:14 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 13:14 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 13:14 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 13:14 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 13:14 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 13:14 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 13:14 108-10-15.0 1
Styrene ND ug/L 03/26/16 13:14 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 13:14 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 13:14 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 13:14 127-18-41.0 1
Toluene ND ug/L 03/26/16 13:14 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 13:14 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 13:14 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 13:14 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 13:14 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 13:14 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 13:14 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 13:14 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 13:14 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 13:14 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 13:14 460-00-470-130 1
1,2-Dichloroethane-d4 (S)96 %03/26/16 13:14 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 13:14 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 18 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-02A-PDB Lab ID: 92291401006 Collected: 03/24/16 11:15 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:13 7440-38-203/29/16 11:1510.0 1
Barium 1530 ug/L 03/30/16 21:13 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:13 7440-43-903/29/16 11:151.0 1
Chromium 5.7 ug/L 03/30/16 21:13 7440-47-303/29/16 11:155.0 1
Lead ND ug/L 03/30/16 21:13 7439-92-103/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:13 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:13 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:33 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone 58.5 ug/L 03/26/16 13:31 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 13:31 107-13-110.0 1
Benzene ND ug/L 03/26/16 13:31 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 13:31 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 13:31 75-27-41.0 1
Bromoform ND ug/L 03/26/16 13:31 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 13:31 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 13:31 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 13:31 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 13:31 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 13:31 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 13:31 75-00-31.0 1
Chloroform ND ug/L 03/26/16 13:31 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 13:31 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 13:31 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 13:31 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 13:31 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 13:31 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 13:31 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 13:31 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 13:31 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 13:31 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 13:31 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 13:31 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 13:31 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 13:31 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 13:31 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 13:31 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 13:31 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 13:31 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 13:31 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 13:31 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 13:31 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 13:31 108-10-15.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 19 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-02A-PDB Lab ID: 92291401006 Collected: 03/24/16 11:15 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Styrene ND ug/L 03/26/16 13:31 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 13:31 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 13:31 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 13:31 127-18-41.0 1
Toluene ND ug/L 03/26/16 13:31 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 13:31 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 13:31 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 13:31 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 13:31 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 13:31 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 13:31 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 13:31 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 13:31 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 13:31 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)96 %03/26/16 13:31 460-00-470-130 1
1,2-Dichloroethane-d4 (S)96 %03/26/16 13:31 17060-07-070-130 1
Toluene-d8 (S)101 %03/26/16 13:31 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 20 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-06 Lab ID: 92291401007 Collected: 03/24/16 13:35 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/24/16 13:351
Field pH 6.3 Std. Units 03/24/16 13:350.10 1
Field Temperature 16.5 deg C 03/24/16 13:350.50 1
Static Water Level 9.69 feet 03/24/16 13:351
Field Specific Conductance 1323 umhos/cm 03/24/16 13:351.0 1
Odor None 03/24/16 13:351
Appearance Clear 03/24/16 13:351
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:16 7440-38-203/29/16 11:1510.0 1
Barium 634 ug/L 03/30/16 21:16 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:16 7440-43-903/29/16 11:151.0 1
Chromium ND ug/L 03/30/16 21:16 7440-47-303/29/16 11:155.0 1
Iron 98.1 ug/L 03/30/16 21:16 7439-89-603/29/16 11:1550.0 1
Lead ND ug/L 03/30/16 21:16 7439-92-103/29/16 11:155.0 1
Manganese 172 ug/L 03/30/16 21:16 7439-96-503/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:16 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:16 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:36 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 13:48 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 13:48 107-13-110.0 1
Benzene ND ug/L 03/26/16 13:48 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 13:48 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 13:48 75-27-41.0 1
Bromoform ND ug/L 03/26/16 13:48 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 13:48 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 13:48 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 13:48 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 13:48 56-23-51.0 1
Chlorobenzene 3.7 ug/L 03/26/16 13:48 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 13:48 75-00-31.0 1
Chloroform ND ug/L 03/26/16 13:48 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 13:48 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 13:48 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 13:48 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 13:48 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 13:48 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 13:48 95-50-11.0 1
1,4-Dichlorobenzene 5.5 ug/L 03/26/16 13:48 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 13:48 110-57-61.0 1
1,1-Dichloroethane 5.1 ug/L 03/26/16 13:48 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 13:48 107-06-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 21 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-06 Lab ID: 92291401007 Collected: 03/24/16 13:35 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,1-Dichloroethene ND ug/L 03/26/16 13:48 75-35-41.0 1
cis-1,2-Dichloroethene 28.3 ug/L 03/26/16 13:48 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 13:48 156-60-51.0 1
1,2-Dichloropropane 2.2 ug/L 03/26/16 13:48 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 13:48 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 13:48 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 13:48 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 13:48 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 13:48 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 13:48 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 13:48 108-10-15.0 1
Styrene ND ug/L 03/26/16 13:48 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 13:48 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 13:48 79-34-51.0 1
Tetrachloroethene 1.7 ug/L 03/26/16 13:48 127-18-41.0 1
Toluene ND ug/L 03/26/16 13:48 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 13:48 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 13:48 79-00-51.0 1
Trichloroethene 5.5 ug/L 03/26/16 13:48 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 13:48 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 13:48 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 13:48 108-05-42.0 1
Vinyl chloride 3.7 ug/L 03/26/16 13:48 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 13:48 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 13:48 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/26/16 13:48 460-00-470-130 1
1,2-Dichloroethane-d4 (S)93 %03/26/16 13:48 17060-07-070-130 1
Toluene-d8 (S)99 %03/26/16 13:48 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 22 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-06-PDB Lab ID: 92291401008 Collected: 03/24/16 12:55 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:19 7440-38-203/29/16 11:1510.0 1
Barium 588 ug/L 03/30/16 21:19 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:19 7440-43-903/29/16 11:151.0 1
Chromium ND ug/L 03/30/16 21:19 7440-47-303/29/16 11:155.0 1
Iron ND ug/L 03/30/16 21:19 7439-89-603/29/16 11:1550.0 1
Lead ND ug/L 03/30/16 21:19 7439-92-103/29/16 11:155.0 1
Manganese 108 ug/L 03/30/16 21:19 7439-96-503/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:19 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:19 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:38 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 14:05 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 14:05 107-13-110.0 1
Benzene ND ug/L 03/26/16 14:05 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 14:05 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 14:05 75-27-41.0 1
Bromoform ND ug/L 03/26/16 14:05 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 14:05 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 14:05 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 14:05 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 14:05 56-23-51.0 1
Chlorobenzene 2.6 ug/L 03/26/16 14:05 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 14:05 75-00-31.0 1
Chloroform ND ug/L 03/26/16 14:05 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 14:05 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 14:05 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 14:05 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 14:05 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 14:05 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 14:05 95-50-11.0 1
1,4-Dichlorobenzene 4.1 ug/L 03/26/16 14:05 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 14:05 110-57-61.0 1
1,1-Dichloroethane 3.8 ug/L 03/26/16 14:05 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 14:05 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 14:05 75-35-41.0 1
cis-1,2-Dichloroethene 21.1 ug/L 03/26/16 14:05 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 14:05 156-60-51.0 1
1,2-Dichloropropane 1.7 ug/L 03/26/16 14:05 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 14:05 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 14:05 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 14:05 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 14:05 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 14:05 74-88-45.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 23 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DMW-06-PDB Lab ID: 92291401008 Collected: 03/24/16 12:55 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Methylene Chloride ND ug/L 03/26/16 14:05 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 14:05 108-10-15.0 1
Styrene ND ug/L 03/26/16 14:05 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 14:05 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 14:05 79-34-51.0 1
Tetrachloroethene 1.2 ug/L 03/26/16 14:05 127-18-41.0 1
Toluene ND ug/L 03/26/16 14:05 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 14:05 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 14:05 79-00-51.0 1
Trichloroethene 4.2 ug/L 03/26/16 14:05 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 14:05 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 14:05 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 14:05 108-05-42.0 1
Vinyl chloride 2.4 ug/L 03/26/16 14:05 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 14:05 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 14:05 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)100 %03/26/16 14:05 460-00-470-130 1
1,2-Dichloroethane-d4 (S)96 %03/26/16 14:05 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 14:05 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 24 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DDW-01 Lab ID: 92291401009 Collected: 03/24/16 16:45 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/24/16 16:451
Field pH 6.9 Std. Units 03/24/16 16:450.10 1
Field Temperature 16.7 deg C 03/24/16 16:450.50 1
Static Water Level 7.59 feet 03/24/16 16:451
Field Specific Conductance 366.2 umhos/cm 03/24/16 16:451.0 1
Odor None 03/24/16 16:451
Appearance Clear 03/24/16 16:451
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:22 7440-38-203/29/16 11:1510.0 1
Barium 24.0 ug/L 03/30/16 21:22 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:22 7440-43-903/29/16 11:151.0 1
Chromium 10 ug/L 03/30/16 21:22 7440-47-303/29/16 11:155.0 1
Iron 76.1 ug/L 03/30/16 21:22 7439-89-603/29/16 11:1550.0 1
Lead ND ug/L 03/30/16 21:22 7439-92-103/29/16 11:155.0 1
Manganese 7.1 ug/L 03/30/16 21:22 7439-96-503/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:22 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:22 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:40 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 14:22 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 14:22 107-13-110.0 1
Benzene ND ug/L 03/26/16 14:22 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 14:22 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 14:22 75-27-41.0 1
Bromoform ND ug/L 03/26/16 14:22 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 14:22 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 14:22 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 14:22 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 14:22 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 14:22 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 14:22 75-00-31.0 1
Chloroform ND ug/L 03/26/16 14:22 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 14:22 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 14:22 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 14:22 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 14:22 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 14:22 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 14:22 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 14:22 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 14:22 110-57-61.0 1
1,1-Dichloroethane 1.7 ug/L 03/26/16 14:22 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 14:22 107-06-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 25 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DDW-01 Lab ID: 92291401009 Collected: 03/24/16 16:45 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,1-Dichloroethene ND ug/L 03/26/16 14:22 75-35-41.0 1
cis-1,2-Dichloroethene 2.5 ug/L 03/26/16 14:22 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 14:22 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 14:22 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 14:22 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 14:22 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 14:22 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 14:22 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 14:22 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 14:22 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 14:22 108-10-15.0 1
Styrene ND ug/L 03/26/16 14:22 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 14:22 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 14:22 79-34-51.0 1
Tetrachloroethene 1.4 ug/L 03/26/16 14:22 127-18-41.0 1
Toluene ND ug/L 03/26/16 14:22 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 14:22 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 14:22 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 14:22 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 14:22 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 14:22 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 14:22 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 14:22 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 14:22 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 14:22 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/26/16 14:22 460-00-470-130 1
1,2-Dichloroethane-d4 (S)96 %03/26/16 14:22 17060-07-070-130 1
Toluene-d8 (S)99 %03/26/16 14:22 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 26 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DDW-01-PDB Lab ID: 92291401010 Collected: 03/24/16 15:45 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:25 7440-38-203/29/16 11:1510.0 1
Barium 22.6 ug/L 03/30/16 21:25 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:25 7440-43-903/29/16 11:151.0 1
Chromium 8.5 ug/L 03/30/16 21:25 7440-47-303/29/16 11:155.0 1
Iron 85.4 ug/L 03/30/16 21:25 7439-89-603/29/16 11:1550.0 1
Lead ND ug/L 03/30/16 21:25 7439-92-103/29/16 11:155.0 1
Manganese ND ug/L 03/30/16 21:25 7439-96-503/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:25 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:25 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:43 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 14:39 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 14:39 107-13-110.0 1
Benzene ND ug/L 03/26/16 14:39 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 14:39 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 14:39 75-27-41.0 1
Bromoform ND ug/L 03/26/16 14:39 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 14:39 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 14:39 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 14:39 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 14:39 56-23-51.0 1
Chlorobenzene 2.5 ug/L 03/26/16 14:39 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 14:39 75-00-31.0 1
Chloroform ND ug/L 03/26/16 14:39 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 14:39 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 14:39 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 14:39 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 14:39 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 14:39 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 14:39 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 14:39 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 14:39 110-57-61.0 1
1,1-Dichloroethane 6.5 ug/L 03/26/16 14:39 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 14:39 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 14:39 75-35-41.0 1
cis-1,2-Dichloroethene 11.1 ug/L 03/26/16 14:39 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 14:39 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 14:39 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 14:39 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 14:39 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 14:39 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 14:39 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 14:39 74-88-45.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 27 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: DDW-01-PDB Lab ID: 92291401010 Collected: 03/24/16 15:45 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Methylene Chloride ND ug/L 03/26/16 14:39 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 14:39 108-10-15.0 1
Styrene ND ug/L 03/26/16 14:39 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 14:39 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 14:39 79-34-51.0 1
Tetrachloroethene 8.9 ug/L 03/26/16 14:39 127-18-41.0 1
Toluene ND ug/L 03/26/16 14:39 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 14:39 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 14:39 79-00-51.0 1
Trichloroethene 3.6 ug/L 03/26/16 14:39 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 14:39 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 14:39 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 14:39 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 14:39 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 14:39 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 14:39 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/26/16 14:39 460-00-470-130 1
1,2-Dichloroethane-d4 (S)97 %03/26/16 14:39 17060-07-070-130 1
Toluene-d8 (S)101 %03/26/16 14:39 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 28 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: YRW-10C Lab ID: 92291401011 Collected: 03/24/16 17:25 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/24/16 17:251
Field pH 6.4 Std. Units 03/24/16 17:250.10 1
Field Temperature 17.3 deg C 03/24/16 17:250.50 1
Static Water Level 13.71 feet 03/24/16 17:251
Field Specific Conductance 884.0 umhos/cm 03/24/16 17:251.0 1
Odor Sulfurous 03/24/16 17:251
Appearance Murky 03/24/16 17:251
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:38 7440-38-203/29/16 11:1510.0 1
Barium 415 ug/L 03/30/16 21:38 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:38 7440-43-903/29/16 11:151.0 1
Chromium ND ug/L 03/30/16 21:38 7440-47-303/29/16 11:155.0 1
Iron 119000 ug/L 03/31/16 14:48 7439-89-603/29/16 11:15500 10
Lead ND ug/L 03/30/16 21:38 7439-92-103/29/16 11:155.0 1
Manganese 2040 ug/L 03/30/16 21:38 7439-96-503/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:38 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:38 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:45 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 14:56 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 14:56 107-13-110.0 1
Benzene ND ug/L 03/26/16 14:56 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 14:56 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 14:56 75-27-41.0 1
Bromoform ND ug/L 03/26/16 14:56 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 14:56 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 14:56 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 14:56 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 14:56 56-23-51.0 1
Chlorobenzene 1.1 ug/L 03/26/16 14:56 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 14:56 75-00-31.0 1
Chloroform ND ug/L 03/26/16 14:56 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 14:56 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 14:56 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 14:56 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 14:56 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 14:56 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 14:56 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 14:56 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 14:56 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 14:56 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 14:56 107-06-21.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 29 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: YRW-10C Lab ID: 92291401011 Collected: 03/24/16 17:25 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,1-Dichloroethene ND ug/L 03/26/16 14:56 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 14:56 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 14:56 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 14:56 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 14:56 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 14:56 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 14:56 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 14:56 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 14:56 74-88-45.0 1
Methylene Chloride ND ug/L 03/26/16 14:56 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 14:56 108-10-15.0 1
Styrene ND ug/L 03/26/16 14:56 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 14:56 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 14:56 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 14:56 127-18-41.0 1
Toluene ND ug/L 03/26/16 14:56 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 14:56 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 14:56 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 14:56 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 14:56 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 14:56 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 14:56 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 14:56 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 14:56 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 14:56 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)100 %03/26/16 14:56 460-00-470-130 1
1,2-Dichloroethane-d4 (S)97 %03/26/16 14:56 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 14:56 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 30 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: YRW-10C-PDB Lab ID: 92291401012 Collected: 03/24/16 17:00 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:41 7440-38-203/29/16 11:1510.0 1
Barium 506 ug/L 03/30/16 21:41 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:41 7440-43-903/29/16 11:151.0 1
Chromium ND ug/L 03/30/16 21:41 7440-47-303/29/16 11:155.0 1
Iron 132000 ug/L 03/31/16 14:51 7439-89-603/29/16 11:15500 10
Lead 5.3 ug/L 03/30/16 21:41 7439-92-103/29/16 11:155.0 1
Manganese 1690 ug/L 03/30/16 21:41 7439-96-503/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:41 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:41 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 03/31/16 17:47 7439-97-603/30/16 20:000.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 15:13 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 15:13 107-13-110.0 1
Benzene ND ug/L 03/26/16 15:13 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 15:13 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 15:13 75-27-41.0 1
Bromoform ND ug/L 03/26/16 15:13 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 15:13 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/26/16 15:13 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 15:13 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 15:13 56-23-51.0 1
Chlorobenzene 1.6 ug/L 03/26/16 15:13 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 15:13 75-00-31.0 1
Chloroform ND ug/L 03/26/16 15:13 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 15:13 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 15:13 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 15:13 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 15:13 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 15:13 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 15:13 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 15:13 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 15:13 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/26/16 15:13 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 15:13 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 15:13 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 15:13 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 15:13 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/26/16 15:13 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 15:13 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 15:13 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 15:13 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 15:13 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 15:13 74-88-45.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 31 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: YRW-10C-PDB Lab ID: 92291401012 Collected: 03/24/16 17:00 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Methylene Chloride ND ug/L 03/26/16 15:13 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 15:13 108-10-15.0 1
Styrene ND ug/L 03/26/16 15:13 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 15:13 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 15:13 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 15:13 127-18-41.0 1
Toluene ND ug/L 03/26/16 15:13 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 15:13 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 15:13 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 15:13 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 15:13 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 15:13 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 15:13 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 15:13 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 15:13 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 15:13 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 15:13 460-00-470-130 1
1,2-Dichloroethane-d4 (S)98 %03/26/16 15:13 17060-07-070-130 1
Toluene-d8 (S)99 %03/26/16 15:13 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 32 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: SC-02 Lab ID: 92291401013 Collected: 03/24/16 14:45 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method:Monitoring Well Data
Collected By JJQ 03/24/16 14:451
Field pH 8.5 Std. Units 03/24/16 14:450.10 1
Field Temperature 20.1 deg C 03/24/16 14:450.50 1
Field Specific Conductance 383.7 umhos/cm 03/24/16 14:451.0 1
Odor None 03/24/16 14:451
Appearance Clear 03/24/16 14:451
Analytical Method: EPA 6010 Preparation Method: EPA 3010A6010 ICP Groundwater
Arsenic ND ug/L 03/30/16 21:44 7440-38-203/29/16 11:1510.0 1
Barium 40.8 ug/L 03/30/16 21:44 7440-39-303/29/16 11:155.0 1
Cadmium ND ug/L 03/30/16 21:44 7440-43-903/29/16 11:151.0 1
Chromium ND ug/L 03/30/16 21:44 7440-47-303/29/16 11:155.0 1
Lead ND ug/L 03/30/16 21:44 7439-92-103/29/16 11:155.0 1
Selenium ND ug/L 03/30/16 21:44 7782-49-203/29/16 11:1510.0 1
Silver ND ug/L 03/30/16 21:44 7440-22-403/29/16 11:155.0 1
Analytical Method: EPA 7470 Preparation Method: EPA 74707470 Mercury
Mercury ND ug/L 04/01/16 17:25 7439-97-603/31/16 14:100.20 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/26/16 15:47 67-64-125.0 1
Acrylonitrile ND ug/L 03/26/16 15:47 107-13-110.0 1
Benzene ND ug/L 03/26/16 15:47 71-43-21.0 1
Bromochloromethane ND ug/L 03/26/16 15:47 74-97-51.0 1
Bromodichloromethane ND ug/L 03/26/16 15:47 75-27-41.0 1
Bromoform ND ug/L 03/26/16 15:47 75-25-21.0 1
Bromomethane ND ug/L 03/26/16 15:47 74-83-9 M12.0 1
2-Butanone (MEK)ND ug/L 03/26/16 15:47 78-93-35.0 1
Carbon disulfide ND ug/L 03/26/16 15:47 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/26/16 15:47 56-23-51.0 1
Chlorobenzene ND ug/L 03/26/16 15:47 108-90-71.0 1
Chloroethane ND ug/L 03/26/16 15:47 75-00-31.0 1
Chloroform ND ug/L 03/26/16 15:47 67-66-31.0 1
Chloromethane ND ug/L 03/26/16 15:47 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/26/16 15:47 96-12-82.0 1
Dibromochloromethane ND ug/L 03/26/16 15:47 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/26/16 15:47 106-93-41.0 1
Dibromomethane ND ug/L 03/26/16 15:47 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/26/16 15:47 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/26/16 15:47 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/26/16 15:47 110-57-6 M11.0 1
1,1-Dichloroethane ND ug/L 03/26/16 15:47 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/26/16 15:47 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/26/16 15:47 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/26/16 15:47 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/26/16 15:47 156-60-51.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 33 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: SC-02 Lab ID: 92291401013 Collected: 03/24/16 14:45 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
1,2-Dichloropropane ND ug/L 03/26/16 15:47 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/26/16 15:47 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/26/16 15:47 10061-02-61.0 1
Ethylbenzene ND ug/L 03/26/16 15:47 100-41-41.0 1
2-Hexanone ND ug/L 03/26/16 15:47 591-78-65.0 1
Iodomethane ND ug/L 03/26/16 15:47 74-88-4 M15.0 1
Methylene Chloride ND ug/L 03/26/16 15:47 75-09-21.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/26/16 15:47 108-10-15.0 1
Styrene ND ug/L 03/26/16 15:47 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/26/16 15:47 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/26/16 15:47 79-34-51.0 1
Tetrachloroethene ND ug/L 03/26/16 15:47 127-18-41.0 1
Toluene ND ug/L 03/26/16 15:47 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/26/16 15:47 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/26/16 15:47 79-00-51.0 1
Trichloroethene ND ug/L 03/26/16 15:47 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/26/16 15:47 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/26/16 15:47 96-18-41.0 1
Vinyl acetate ND ug/L 03/26/16 15:47 108-05-42.0 1
Vinyl chloride ND ug/L 03/26/16 15:47 75-01-41.0 1
m&p-Xylene ND ug/L 03/26/16 15:47 179601-23-12.0 1
o-Xylene ND ug/L 03/26/16 15:47 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)99 %03/26/16 15:47 460-00-470-130 1
1,2-Dichloroethane-d4 (S)96 %03/26/16 15:47 17060-07-070-130 1
Toluene-d8 (S)100 %03/26/16 15:47 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 34 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: Trip Blank Lab ID: 92291401014 Collected: 03/24/16 00:00 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 03/29/16 02:22 67-64-125.0 1
Acrylonitrile ND ug/L 03/29/16 02:22 107-13-110.0 1
Benzene ND ug/L 03/29/16 02:22 71-43-21.0 1
Bromochloromethane ND ug/L 03/29/16 02:22 74-97-51.0 1
Bromodichloromethane ND ug/L 03/29/16 02:22 75-27-41.0 1
Bromoform ND ug/L 03/29/16 02:22 75-25-21.0 1
Bromomethane ND ug/L 03/29/16 02:22 74-83-92.0 1
2-Butanone (MEK)ND ug/L 03/29/16 02:22 78-93-35.0 1
Carbon disulfide ND ug/L 03/29/16 02:22 75-15-02.0 1
Carbon tetrachloride ND ug/L 03/29/16 02:22 56-23-51.0 1
Chlorobenzene ND ug/L 03/29/16 02:22 108-90-71.0 1
Chloroethane ND ug/L 03/29/16 02:22 75-00-31.0 1
Chloroform ND ug/L 03/29/16 02:22 67-66-31.0 1
Chloromethane ND ug/L 03/29/16 02:22 74-87-31.0 1
1,2-Dibromo-3-chloropropane ND ug/L 03/29/16 02:22 96-12-82.0 1
Dibromochloromethane ND ug/L 03/29/16 02:22 124-48-11.0 1
1,2-Dibromoethane (EDB)ND ug/L 03/29/16 02:22 106-93-41.0 1
Dibromomethane ND ug/L 03/29/16 02:22 74-95-31.0 1
1,2-Dichlorobenzene ND ug/L 03/29/16 02:22 95-50-11.0 1
1,4-Dichlorobenzene ND ug/L 03/29/16 02:22 106-46-71.0 1
trans-1,4-Dichloro-2-butene ND ug/L 03/29/16 02:22 110-57-61.0 1
1,1-Dichloroethane ND ug/L 03/29/16 02:22 75-34-31.0 1
1,2-Dichloroethane ND ug/L 03/29/16 02:22 107-06-21.0 1
1,1-Dichloroethene ND ug/L 03/29/16 02:22 75-35-41.0 1
cis-1,2-Dichloroethene ND ug/L 03/29/16 02:22 156-59-21.0 1
trans-1,2-Dichloroethene ND ug/L 03/29/16 02:22 156-60-51.0 1
1,2-Dichloropropane ND ug/L 03/29/16 02:22 78-87-51.0 1
cis-1,3-Dichloropropene ND ug/L 03/29/16 02:22 10061-01-51.0 1
trans-1,3-Dichloropropene ND ug/L 03/29/16 02:22 10061-02-61.0 1
Ethylbenzene ND ug/L 03/29/16 02:22 100-41-41.0 1
2-Hexanone ND ug/L 03/29/16 02:22 591-78-65.0 1
Iodomethane ND ug/L 03/29/16 02:22 74-88-45.0 1
Methylene Chloride 1.1 ug/L 03/29/16 02:22 75-09-2 B,C91.0 1
4-Methyl-2-pentanone (MIBK)ND ug/L 03/29/16 02:22 108-10-15.0 1
Styrene ND ug/L 03/29/16 02:22 100-42-51.0 1
1,1,1,2-Tetrachloroethane ND ug/L 03/29/16 02:22 630-20-61.0 1
1,1,2,2-Tetrachloroethane ND ug/L 03/29/16 02:22 79-34-51.0 1
Tetrachloroethene ND ug/L 03/29/16 02:22 127-18-41.0 1
Toluene ND ug/L 03/29/16 02:22 108-88-31.0 1
1,1,1-Trichloroethane ND ug/L 03/29/16 02:22 71-55-61.0 1
1,1,2-Trichloroethane ND ug/L 03/29/16 02:22 79-00-51.0 1
Trichloroethene ND ug/L 03/29/16 02:22 79-01-61.0 1
Trichlorofluoromethane ND ug/L 03/29/16 02:22 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 03/29/16 02:22 96-18-41.0 1
Vinyl acetate ND ug/L 03/29/16 02:22 108-05-42.0 1
Vinyl chloride ND ug/L 03/29/16 02:22 75-01-41.0 1
m&p-Xylene ND ug/L 03/29/16 02:22 179601-23-12.0 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 35 of 53
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92291401
Former York Road Landfill
Sample: Trip Blank Lab ID: 92291401014 Collected: 03/24/16 00:00 Received: 03/24/16 19:15 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualReport Limit
Analytical Method: EPA 82608260 MSV Low Level Landfill
o-Xylene ND ug/L 03/29/16 02:22 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)98 %03/29/16 02:22 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %03/29/16 02:22 17060-07-070-130 1
Toluene-d8 (S)98 %03/29/16 02:22 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 36 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MERP/9165
EPA 7470
EPA 7470
7470 Mercury
Associated Lab Samples:92291401001, 92291401002, 92291401003, 92291401004, 92291401005, 92291401006, 92291401007,
92291401008, 92291401009, 92291401010, 92291401011, 92291401012
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1697857
Associated Lab Samples: 92291401001, 92291401002, 92291401003, 92291401004, 92291401005, 92291401006, 92291401007,
92291401008, 92291401009, 92291401010, 92291401011, 92291401012
Matrix: Water
Analyzed
Mercury ug/L ND 0.20 03/31/16 16:38
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1697858LABORATORY CONTROL SAMPLE:
LCSSpike
Mercury ug/L 2.42.5 97 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1697859MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92290162001
1697860
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Mercury ug/L 2.5 87 75-12591 52.5ND 2.2 2.3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 37 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MERP/9166
EPA 7470
EPA 7470
7470 Mercury
Associated Lab Samples: 92291401013
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1697862
Associated Lab Samples:92291401013
Matrix: Water
Analyzed
Mercury ug/L ND 0.20 04/01/16 17:13
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1697863LABORATORY CONTROL SAMPLE:
LCSSpike
Mercury ug/L 2.52.5 100 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1697864MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92291425005
1697865
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Mercury ug/L 2.5 92 75-12586 72.5ND 2.3 2.2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 38 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MPRP/21136
EPA 3010A
EPA 6010
6010 MET NC Groundwater
Associated Lab Samples:92291401001, 92291401002, 92291401003, 92291401004, 92291401005, 92291401006, 92291401007,
92291401008, 92291401009, 92291401010, 92291401011, 92291401012, 92291401013
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1696627
Associated Lab Samples: 92291401001, 92291401002, 92291401003, 92291401004, 92291401005, 92291401006, 92291401007,
92291401008, 92291401009, 92291401010, 92291401011, 92291401012, 92291401013
Matrix: Water
Analyzed
Arsenic ug/L ND 10.0 03/30/16 20:35
Barium ug/L ND 5.0 03/30/16 20:35
Cadmium ug/L ND 1.0 03/30/16 20:35
Chromium ug/L ND 5.0 03/30/16 20:35
Iron ug/L ND 50.0 03/30/16 20:35
Lead ug/L ND 5.0 03/30/16 20:35
Manganese ug/L ND 5.0 03/30/16 20:35
Selenium ug/L ND 10.0 03/30/16 20:35
Silver ug/L ND 5.0 03/30/16 20:35
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1696628LABORATORY CONTROL SAMPLE:
LCSSpike
Arsenic ug/L 482500 96 80-120
Barium ug/L 479500 96 80-120
Cadmium ug/L 485500 97 80-120
Chromium ug/L 480500 96 80-120
Iron ug/L 47405000 95 80-120
Lead ug/L 488500 98 80-120
Manganese ug/L 482500 96 80-120
Selenium ug/L 486500 97 80-120
Silver ug/L 244250 97 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1696629MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92291401001
1696630
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
Arsenic ug/L 500 95 75-12597 2500ND476 484
Barium ug/L 500 96 75-12598 250066.5 544 557
Cadmium ug/L 500 97 75-12598 1500ND484 489
Chromium ug/L 500 97 75-12599 250011.6 496 506
Iron ug/L 5000 108 75-125116 35000503010400 10800
Lead ug/L 500 95 75-12597 1500ND477 484
Manganese ug/L 500 97 75-12599 250057.9 544 553
Selenium ug/L 500 95 75-12597 2500ND476 484
Silver ug/L 250 97 75-12598 1250ND243 245
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 39 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/36143
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples:92291401001, 92291401002, 92291401003, 92291401004, 92291401005, 92291401006, 92291401007,
92291401008, 92291401009, 92291401010, 92291401011, 92291401012, 92291401013
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695899
Associated Lab Samples: 92291401001, 92291401002, 92291401003, 92291401004, 92291401005, 92291401006, 92291401007,
92291401008, 92291401009, 92291401010, 92291401011, 92291401012, 92291401013
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 03/26/16 11:32
1,1,1-Trichloroethane ug/L ND 1.0 03/26/16 11:32
1,1,2,2-Tetrachloroethane ug/L ND 1.0 03/26/16 11:32
1,1,2-Trichloroethane ug/L ND 1.0 03/26/16 11:32
1,1-Dichloroethane ug/L ND 1.0 03/26/16 11:32
1,1-Dichloroethene ug/L ND 1.0 03/26/16 11:32
1,2,3-Trichloropropane ug/L ND 1.0 03/26/16 11:32
1,2-Dibromo-3-chloropropane ug/L ND 2.0 03/26/16 11:32
1,2-Dibromoethane (EDB)ug/L ND 1.0 03/26/16 11:32
1,2-Dichlorobenzene ug/L ND 1.0 03/26/16 11:32
1,2-Dichloroethane ug/L ND 1.0 03/26/16 11:32
1,2-Dichloropropane ug/L ND 1.0 03/26/16 11:32
1,4-Dichlorobenzene ug/L ND 1.0 03/26/16 11:32
2-Butanone (MEK)ug/L ND 5.0 03/26/16 11:32
2-Hexanone ug/L ND 5.0 03/26/16 11:32
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 03/26/16 11:32
Acetone ug/L ND 25.0 03/26/16 11:32
Acrylonitrile ug/L ND 10.0 03/26/16 11:32
Benzene ug/L ND 1.0 03/26/16 11:32
Bromochloromethane ug/L ND 1.0 03/26/16 11:32
Bromodichloromethane ug/L ND 1.0 03/26/16 11:32
Bromoform ug/L ND 1.0 03/26/16 11:32
Bromomethane ug/L ND 2.0 03/26/16 11:32
Carbon disulfide ug/L ND 2.0 03/26/16 11:32
Carbon tetrachloride ug/L ND 1.0 03/26/16 11:32
Chlorobenzene ug/L ND 1.0 03/26/16 11:32
Chloroethane ug/L ND 1.0 03/26/16 11:32
Chloroform ug/L ND 1.0 03/26/16 11:32
Chloromethane ug/L ND 1.0 03/26/16 11:32
cis-1,2-Dichloroethene ug/L ND 1.0 03/26/16 11:32
cis-1,3-Dichloropropene ug/L ND 1.0 03/26/16 11:32
Dibromochloromethane ug/L ND 1.0 03/26/16 11:32
Dibromomethane ug/L ND 1.0 03/26/16 11:32
Ethylbenzene ug/L ND 1.0 03/26/16 11:32
Iodomethane ug/L ND 5.0 03/26/16 11:32
m&p-Xylene ug/L ND 2.0 03/26/16 11:32
Methylene Chloride ug/L ND 1.0 03/26/16 11:32
o-Xylene ug/L ND 1.0 03/26/16 11:32
Styrene ug/L ND 1.0 03/26/16 11:32
Tetrachloroethene ug/L ND 1.0 03/26/16 11:32
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 40 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1695899
Associated Lab Samples: 92291401001, 92291401002, 92291401003, 92291401004, 92291401005, 92291401006, 92291401007,
92291401008, 92291401009, 92291401010, 92291401011, 92291401012, 92291401013
Matrix: Water
Analyzed
Toluene ug/L ND 1.0 03/26/16 11:32
trans-1,2-Dichloroethene ug/L ND 1.0 03/26/16 11:32
trans-1,3-Dichloropropene ug/L ND 1.0 03/26/16 11:32
trans-1,4-Dichloro-2-butene ug/L ND 1.0 03/26/16 11:32
Trichloroethene ug/L ND 1.0 03/26/16 11:32
Trichlorofluoromethane ug/L ND 1.0 03/26/16 11:32
Vinyl acetate ug/L ND 2.0 03/26/16 11:32
Vinyl chloride ug/L ND 1.0 03/26/16 11:32
1,2-Dichloroethane-d4 (S)%97 70-130 03/26/16 11:32
4-Bromofluorobenzene (S)%98 70-130 03/26/16 11:32
Toluene-d8 (S)%100 70-130 03/26/16 11:32
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695900LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 43.850 88 80-125
1,1,1-Trichloroethane ug/L 45.850 92 71-129
1,1,2,2-Tetrachloroethane ug/L 42.050 84 79-124
1,1,2-Trichloroethane ug/L 44.250 88 85-125
1,1-Dichloroethane ug/L 43.750 87 73-126
1,1-Dichloroethene ug/L 47.550 95 66-135
1,2,3-Trichloropropane ug/L 43.950 88 75-130
1,2-Dibromo-3-chloropropane ug/L 40.350 81 71-133
1,2-Dibromoethane (EDB)ug/L 44.850 90 83-124
1,2-Dichlorobenzene ug/L 42.350 85 80-133
1,2-Dichloroethane ug/L 40.850 82 67-128
1,2-Dichloropropane ug/L 43.450 87 75-132
1,4-Dichlorobenzene ug/L 44.050 88 78-130
2-Butanone (MEK)ug/L 86.2100 86 61-144
2-Hexanone ug/L 83.5100 83 68-143
4-Methyl-2-pentanone (MIBK)ug/L 90.9100 91 72-135
Acetone ug/L 80.4100 80 48-146
Acrylonitrile ug/L 211250 85 40-160
Benzene ug/L 45.350 91 80-125
Bromochloromethane ug/L 45.050 90 71-125
Bromodichloromethane ug/L 44.050 88 78-124
Bromoform ug/L 41.350 83 71-128
Bromomethane ug/L 30.950 62 40-160
Carbon disulfide ug/L 45.550 91 50-160
Carbon tetrachloride ug/L 47.450 95 69-131
Chlorobenzene ug/L 44.250 88 81-122
Chloroethane ug/L 46.850 94 39-148
Chloroform ug/L 43.350 87 73-127
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 41 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1695900LABORATORY CONTROL SAMPLE:
LCSSpike
Chloromethane ug/L 37.350 75 44-146
cis-1,2-Dichloroethene ug/L 43.750 87 74-124
cis-1,3-Dichloropropene ug/L 43.850 88 72-132
Dibromochloromethane ug/L 43.450 87 78-125
Dibromomethane ug/L 45.350 91 82-120
Ethylbenzene ug/L 43.850 88 79-121
Iodomethane ug/L 45.5100 46 39-154
m&p-Xylene ug/L 86.4100 86 81-124
Methylene Chloride ug/L 45.050 90 64-133
o-Xylene ug/L 42.250 84 79-131
Styrene ug/L 43.850 88 84-126
Tetrachloroethene ug/L 46.250 92 78-122
Toluene ug/L 44.650 89 80-121
trans-1,2-Dichloroethene ug/L 44.850 90 71-127
trans-1,3-Dichloropropene ug/L 42.150 84 69-141
trans-1,4-Dichloro-2-butene ug/L 33.750 67 40-160
Trichloroethene ug/L 46.250 92 78-122
Trichlorofluoromethane ug/L 46.550 93 53-137
Vinyl acetate ug/L 94.9100 95 40-160
Vinyl chloride ug/L 45.550 91 58-137
1,2-Dichloroethane-d4 (S)%97 70-130
4-Bromofluorobenzene (S)%100 70-130
Toluene-d8 (S)%100 70-130
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1695902MATRIX SPIKE SAMPLE:
MSSpike
Result
92291401013
1,1,1,2-Tetrachloroethane ug/L 19.320 97 70-130ND
1,1,1-Trichloroethane ug/L 20.920 104 70-130ND
1,1,2,2-Tetrachloroethane ug/L 18.820 94 70-130ND
1,1,2-Trichloroethane ug/L 19.420 97 70-130ND
1,1-Dichloroethane ug/L 19.620 98 70-130ND
1,1-Dichloroethene ug/L 22.320 112 70-166ND
1,2,3-Trichloropropane ug/L 19.220 96 70-130ND
1,2-Dibromo-3-chloropropane ug/L 17.320 87 70-130ND
1,2-Dibromoethane (EDB)ug/L 19.520 97 70-130ND
1,2-Dichlorobenzene ug/L 18.820 94 70-130ND
1,2-Dichloroethane ug/L 18.420 92 70-130ND
1,2-Dichloropropane ug/L 19.520 97 70-130ND
1,4-Dichlorobenzene ug/L 19.520 98 70-130ND
2-Butanone (MEK)ug/L 38.440 96 70-130ND
2-Hexanone ug/L 38.440 96 70-130ND
4-Methyl-2-pentanone (MIBK)ug/L 38.940 97 70-130ND
Acetone ug/L 36.540 84 70-130ND
Acrylonitrile ug/L 91.7100 92 70-130ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 42 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1695902MATRIX SPIKE SAMPLE:
MSSpike
Result
92291401013
Benzene ug/L 20.620 103 70-148ND
Bromochloromethane ug/L 20.220 101 70-130ND
Bromodichloromethane ug/L 19.420 97 70-130ND
Bromoform ug/L 17.520 87 70-130ND
Bromomethane ug/L 7.8 M12039 70-130ND
Carbon disulfide ug/L 21.220 106 70-130ND
Carbon tetrachloride ug/L 22.620 113 70-130ND
Chlorobenzene ug/L 20.020 100 70-146ND
Chloroethane ug/L 21.220 106 70-130ND
Chloroform ug/L 19.620 97 70-130ND
Chloromethane ug/L 15.320 77 70-130ND
cis-1,2-Dichloroethene ug/L 19.720 98 70-130ND
cis-1,3-Dichloropropene ug/L 18.620 93 70-130ND
Dibromochloromethane ug/L 18.820 94 70-130ND
Dibromomethane ug/L 20.420 102 70-130ND
Ethylbenzene ug/L 19.920 100 70-130ND
Iodomethane ug/L 9.9 M14025 70-130ND
m&p-Xylene ug/L 39.140 98 70-130ND
Methylene Chloride ug/L 19.420 97 70-130ND
o-Xylene ug/L 19.120 95 70-130ND
Styrene ug/L 19.520 97 70-130ND
Tetrachloroethene ug/L 20.720 104 70-130ND
Toluene ug/L 20.320 101 70-155ND
trans-1,2-Dichloroethene ug/L 20.420 102 70-130ND
trans-1,3-Dichloropropene ug/L 18.220 91 70-130ND
trans-1,4-Dichloro-2-butene ug/L 13.2 M12066 70-130ND
Trichloroethene ug/L 20.520 103 69-151ND
Trichlorofluoromethane ug/L 22.420 112 70-130ND
Vinyl acetate ug/L 36.140 90 70-130ND
Vinyl chloride ug/L 21.120 106 70-130ND
1,2-Dichloroethane-d4 (S)%97 70-130
4-Bromofluorobenzene (S)%102 70-130
Toluene-d8 (S)%99 70-130
Parameter Units
Dup
Result QualifiersRPDResult
92291401012
1695901SAMPLE DUPLICATE:
1,1,1,2-Tetrachloroethane ug/L NDND
1,1,1-Trichloroethane ug/L NDND
1,1,2,2-Tetrachloroethane ug/L NDND
1,1,2-Trichloroethane ug/L NDND
1,1-Dichloroethane ug/L .38JND
1,1-Dichloroethene ug/L NDND
1,2,3-Trichloropropane ug/L NDND
1,2-Dibromo-3-chloropropane ug/L NDND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 43 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Dup
Result QualifiersRPDResult
92291401012
1695901SAMPLE DUPLICATE:
1,2-Dibromoethane (EDB)ug/L NDND
1,2-Dichlorobenzene ug/L NDND
1,2-Dichloroethane ug/L NDND
1,2-Dichloropropane ug/L NDND
1,4-Dichlorobenzene ug/L NDND
2-Butanone (MEK)ug/L NDND
2-Hexanone ug/L NDND
4-Methyl-2-pentanone (MIBK)ug/L NDND
Acetone ug/L NDND
Acrylonitrile ug/L NDND
Benzene ug/L NDND
Bromochloromethane ug/L NDND
Bromodichloromethane ug/L NDND
Bromoform ug/L NDND
Bromomethane ug/L NDND
Carbon disulfide ug/L NDND
Carbon tetrachloride ug/L NDND
Chlorobenzene ug/L 1.7 41.6
Chloroethane ug/L NDND
Chloroform ug/L NDND
Chloromethane ug/L NDND
cis-1,2-Dichloroethene ug/L NDND
cis-1,3-Dichloropropene ug/L NDND
Dibromochloromethane ug/L NDND
Dibromomethane ug/L NDND
Ethylbenzene ug/L NDND
Iodomethane ug/L NDND
m&p-Xylene ug/L NDND
Methylene Chloride ug/L NDND
o-Xylene ug/L NDND
Styrene ug/L NDND
Tetrachloroethene ug/L NDND
Toluene ug/L NDND
trans-1,2-Dichloroethene ug/L NDND
trans-1,3-Dichloropropene ug/L NDND
trans-1,4-Dichloro-2-butene ug/L NDND
Trichloroethene ug/L NDND
Trichlorofluoromethane ug/L NDND
Vinyl acetate ug/L NDND
Vinyl chloride ug/L NDND
1,2-Dichloroethane-d4 (S)%94 598
4-Bromofluorobenzene (S)%97 299
Toluene-d8 (S)%98 199
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 44 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/36176
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples: 92291401014
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1696514
Associated Lab Samples:92291401014
Matrix: Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 1.0 03/29/16 02:05
1,1,1-Trichloroethane ug/L ND 1.0 03/29/16 02:05
1,1,2,2-Tetrachloroethane ug/L ND 1.0 03/29/16 02:05
1,1,2-Trichloroethane ug/L ND 1.0 03/29/16 02:05
1,1-Dichloroethane ug/L ND 1.0 03/29/16 02:05
1,1-Dichloroethene ug/L ND 1.0 03/29/16 02:05
1,2,3-Trichloropropane ug/L ND 1.0 03/29/16 02:05
1,2-Dibromo-3-chloropropane ug/L ND 2.0 03/29/16 02:05
1,2-Dibromoethane (EDB)ug/L ND 1.0 03/29/16 02:05
1,2-Dichlorobenzene ug/L ND 1.0 03/29/16 02:05
1,2-Dichloroethane ug/L ND 1.0 03/29/16 02:05
1,2-Dichloropropane ug/L ND 1.0 03/29/16 02:05
1,4-Dichlorobenzene ug/L ND 1.0 03/29/16 02:05
2-Butanone (MEK)ug/L ND 5.0 03/29/16 02:05
2-Hexanone ug/L ND 5.0 03/29/16 02:05
4-Methyl-2-pentanone (MIBK)ug/L ND 5.0 03/29/16 02:05
Acetone ug/L ND 25.0 03/29/16 02:05
Acrylonitrile ug/L ND 10.0 03/29/16 02:05
Benzene ug/L ND 1.0 03/29/16 02:05
Bromochloromethane ug/L ND 1.0 03/29/16 02:05
Bromodichloromethane ug/L ND 1.0 03/29/16 02:05
Bromoform ug/L ND 1.0 03/29/16 02:05
Bromomethane ug/L ND 2.0 03/29/16 02:05
Carbon disulfide ug/L ND 2.0 03/29/16 02:05
Carbon tetrachloride ug/L ND 1.0 03/29/16 02:05
Chlorobenzene ug/L ND 1.0 03/29/16 02:05
Chloroethane ug/L ND 1.0 03/29/16 02:05
Chloroform ug/L ND 1.0 03/29/16 02:05
Chloromethane ug/L ND 1.0 03/29/16 02:05
cis-1,2-Dichloroethene ug/L ND 1.0 03/29/16 02:05
cis-1,3-Dichloropropene ug/L ND 1.0 03/29/16 02:05
Dibromochloromethane ug/L ND 1.0 03/29/16 02:05
Dibromomethane ug/L ND 1.0 03/29/16 02:05
Ethylbenzene ug/L ND 1.0 03/29/16 02:05
Iodomethane ug/L ND 5.0 03/29/16 02:05
m&p-Xylene ug/L ND 2.0 03/29/16 02:05
Methylene Chloride ug/L 1.3 1.0 C903/29/16 02:05
o-Xylene ug/L ND 1.0 03/29/16 02:05
Styrene ug/L ND 1.0 03/29/16 02:05
Tetrachloroethene ug/L ND 1.0 03/29/16 02:05
Toluene ug/L ND 1.0 03/29/16 02:05
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 45 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 1696514
Associated Lab Samples:92291401014
Matrix: Water
Analyzed
trans-1,2-Dichloroethene ug/L ND 1.0 03/29/16 02:05
trans-1,3-Dichloropropene ug/L ND 1.0 03/29/16 02:05
trans-1,4-Dichloro-2-butene ug/L ND 1.0 03/29/16 02:05
Trichloroethene ug/L ND 1.0 03/29/16 02:05
Trichlorofluoromethane ug/L ND 1.0 03/29/16 02:05
Vinyl acetate ug/L ND 2.0 03/29/16 02:05
Vinyl chloride ug/L ND 1.0 03/29/16 02:05
1,2-Dichloroethane-d4 (S)%100 70-130 03/29/16 02:05
4-Bromofluorobenzene (S)%99 70-130 03/29/16 02:05
Toluene-d8 (S)%100 70-130 03/29/16 02:05
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1696515LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 51.350 103 80-125
1,1,1-Trichloroethane ug/L 47.450 95 71-129
1,1,2,2-Tetrachloroethane ug/L 51.550 103 79-124
1,1,2-Trichloroethane ug/L 49.850 100 85-125
1,1-Dichloroethane ug/L 46.250 92 73-126
1,1-Dichloroethene ug/L 45.550 91 66-135
1,2,3-Trichloropropane ug/L 46.850 94 75-130
1,2-Dibromo-3-chloropropane ug/L 53.450 107 71-133
1,2-Dibromoethane (EDB)ug/L 53.750 107 83-124
1,2-Dichlorobenzene ug/L 49.750 99 80-133
1,2-Dichloroethane ug/L 44.450 89 67-128
1,2-Dichloropropane ug/L 45.850 92 75-132
1,4-Dichlorobenzene ug/L 50.750 101 78-130
2-Butanone (MEK)ug/L 101100 101 61-144
2-Hexanone ug/L 110100 110 68-143
4-Methyl-2-pentanone (MIBK)ug/L 114100 114 72-135
Acetone ug/L 106100 106 48-146
Acrylonitrile ug/L 252250 101 40-160
Benzene ug/L 50.650 101 80-125
Bromochloromethane ug/L 48.350 97 71-125
Bromodichloromethane ug/L 50.050 100 78-124
Bromoform ug/L 45.450 91 71-128
Bromomethane ug/L 33.350 67 40-160
Carbon disulfide ug/L 50.950 102 50-160
Carbon tetrachloride ug/L 47.050 94 69-131
Chlorobenzene ug/L 47.050 94 81-122
Chloroethane ug/L 49.350 99 39-148
Chloroform ug/L 47.550 95 73-127
Chloromethane ug/L 42.350 85 44-146
cis-1,2-Dichloroethene ug/L 45.550 91 74-124
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 46 of 53
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92291401
Former York Road Landfill
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1696515LABORATORY CONTROL SAMPLE:
LCSSpike
cis-1,3-Dichloropropene ug/L 49.650 99 72-132
Dibromochloromethane ug/L 48.150 96 78-125
Dibromomethane ug/L 48.150 96 82-120
Ethylbenzene ug/L 49.450 99 79-121
Iodomethane ug/L 53.9100 54 39-154
m&p-Xylene ug/L 94.6100 95 81-124
Methylene Chloride ug/L 53.950 108 64-133
o-Xylene ug/L 47.750 95 79-131
Styrene ug/L 49.350 99 84-126
Tetrachloroethene ug/L 48.650 97 78-122
Toluene ug/L 46.750 93 80-121
trans-1,2-Dichloroethene ug/L 48.150 96 71-127
trans-1,3-Dichloropropene ug/L 48.350 97 69-141
trans-1,4-Dichloro-2-butene ug/L 48.550 97 40-160
Trichloroethene ug/L 42.750 85 78-122
Trichlorofluoromethane ug/L 42.050 84 53-137
Vinyl acetate ug/L 92.9100 93 40-160
Vinyl chloride ug/L 48.150 96 58-137
1,2-Dichloroethane-d4 (S)%101 70-130
4-Bromofluorobenzene (S)%96 70-130
Toluene-d8 (S)%100 70-130
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 47 of 53
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92291401
Former York Road Landfill
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported foreach analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - AshevillePASI-A
Pace Analytical Services - CharlottePASI-C
ANALYTE QUALIFIERS
Analyte was detected in the associated method blank.B
Common Laboratory Contaminant.C9
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 48 of 53
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92291401
Former York Road Landfill
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92291401001 FLD/DMW-A
92291401003 FLD/DMW-01
92291401005 FLD/DMW-02A
92291401007 FLD/DMW-06
92291401009 FLD/DDW-01
92291401011 FLD/YRW-10C
92291401013 FLD/SC-02
92291401001 MPRP/21136 ICP/19021DMW-A EPA 3010A EPA 6010
92291401002 MPRP/21136 ICP/19021DMW-A-PDB EPA 3010A EPA 6010
92291401003 MPRP/21136 ICP/19021DMW-01 EPA 3010A EPA 6010
92291401004 MPRP/21136 ICP/19021DMW-01-PDB EPA 3010A EPA 6010
92291401005 MPRP/21136 ICP/19021DMW-02A EPA 3010A EPA 6010
92291401006 MPRP/21136 ICP/19021DMW-02A-PDB EPA 3010A EPA 6010
92291401007 MPRP/21136 ICP/19021DMW-06 EPA 3010A EPA 6010
92291401008 MPRP/21136 ICP/19021DMW-06-PDB EPA 3010A EPA 6010
92291401009 MPRP/21136 ICP/19021DDW-01 EPA 3010A EPA 6010
92291401010 MPRP/21136 ICP/19021DDW-01-PDB EPA 3010A EPA 6010
92291401011 MPRP/21136 ICP/19021YRW-10C EPA 3010A EPA 6010
92291401012 MPRP/21136 ICP/19021YRW-10C-PDB EPA 3010A EPA 6010
92291401013 MPRP/21136 ICP/19021SC-02 EPA 3010A EPA 6010
92291401001 MERP/9165 MERC/8805DMW-A EPA 7470 EPA 7470
92291401002 MERP/9165 MERC/8805DMW-A-PDB EPA 7470 EPA 7470
92291401003 MERP/9165 MERC/8805DMW-01 EPA 7470 EPA 7470
92291401004 MERP/9165 MERC/8805DMW-01-PDB EPA 7470 EPA 7470
92291401005 MERP/9165 MERC/8805DMW-02A EPA 7470 EPA 7470
92291401006 MERP/9165 MERC/8805DMW-02A-PDB EPA 7470 EPA 7470
92291401007 MERP/9165 MERC/8805DMW-06 EPA 7470 EPA 7470
92291401008 MERP/9165 MERC/8805DMW-06-PDB EPA 7470 EPA 7470
92291401009 MERP/9165 MERC/8805DDW-01 EPA 7470 EPA 7470
92291401010 MERP/9165 MERC/8805DDW-01-PDB EPA 7470 EPA 7470
92291401011 MERP/9165 MERC/8805YRW-10C EPA 7470 EPA 7470
92291401012 MERP/9165 MERC/8805YRW-10C-PDB EPA 7470 EPA 7470
92291401013 MERP/9166 MERC/8811SC-02 EPA 7470 EPA 7470
92291401001 MSV/36143DMW-A EPA 8260
92291401002 MSV/36143DMW-A-PDB EPA 8260
92291401003 MSV/36143DMW-01 EPA 8260
92291401004 MSV/36143DMW-01-PDB EPA 8260
92291401005 MSV/36143DMW-02A EPA 8260
92291401006 MSV/36143DMW-02A-PDB EPA 8260
92291401007 MSV/36143DMW-06 EPA 8260
92291401008 MSV/36143DMW-06-PDB EPA 8260
92291401009 MSV/36143DDW-01 EPA 8260
92291401010 MSV/36143DDW-01-PDB EPA 8260
92291401011 MSV/36143YRW-10C EPA 8260
92291401012 MSV/36143YRW-10C-PDB EPA 8260
92291401013 MSV/36143SC-02 EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 49 of 53
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92291401
Former York Road Landfill
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92291401014 MSV/36176Trip Blank EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 04/04/2016 11:39 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)875-9092
Page 50 of 53
Page 51 of 53
Page 52 of 53
Page 53 of 53
APPENDIX E
Historical Groundwater & Surface Water
Monitoring Data
Ap
p
e
n
d
i
x
E
-
1
Hi
s
t
o
r
i
c
a
l
G
r
o
u
n
d
w
a
t
e
r
M
o
n
i
t
o
r
i
n
g
D
a
t
a
(
D
D
W
-
0
1
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
1
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
3/
1
8
/
2
0
0
8
9
/
1
7
/
2
0
0
8
4
/
7
/
2
0
0
9
9
/
9
/
2
0
0
9
3
/
1
0
/
2
0
1
0
9
/
2
3
/
2
0
1
0
3
/
2
9
/
2
0
1
1
9
/
2
1
/
2
0
1
1
3
/
2
0
/
2
0
1
2
9
/
2
6
/
2
0
1
2
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
65
3.0
6.
7
8
.
0
9
.
3
7
.
7
8
.
8
5
.
8
3.2
-
3
.
3
J
2
.
9
-
3
.
1
J
2
.
4
J
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
75
-
1
.
1
1
.
2
J
1
.
4
J
1
.
1
J
1
.
4
-
-
-
-
1,
2
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
0.
4
1
-
-
-
-
-
-
-
-
-
0
.
1
6
J
1,
2
-
d
i
c
h
l
o
r
o
p ro
p an
e
μ g /L
0.
6
1
-
0
.
5
6
J
0
.
5
8
J
0.
6
9
J
0
.
6
0
J
0
.
6
8
0.
5
9
J
0
.
3
4
J
-
0
.
3
4
J
Ac
e
t
o
n
e
μ g /L
6,0
0
0
1
0
0
31
-
-
-
-
-
-
-
-
-
Ba
r
i
u
m
μ g /L
70
0
1
0
0
17
.
0
1
8
.
0
1
8
.
0
J
2
0
.
0
J
1
9
.
0
J
2
4
.
0
9
0
.
5
2
1
.
5
-
2
3
.
4
J
2
2
.
4
-
2
2
.
8
J
2
0
.
4
J
Ch
l
o
r
i
d
e
μ g /L
25
0
,
0
0
0
-
-
-
1
0
,
0
0
0
-
-
-
-
-
-
-
Ch
l
o
r
o
b
e
n
z
e
n
e
μ g /L
50
3
-
-
-
-
-
-
-
-
-
-
Ch
l
o
r
o
m
e
t
h
a
n
e
μ g /L
31
-
-
-
-
-
-
-
0
.
2
8
J
-
0
.
2
6
J
Ch
r
o
m
i
u
m
(II
I
+
V
I
)
μ g /L
10
1
0
1.
7
J
3
.
2
J
4
.
1
J
4
.
8
J
5
.
1
J
8
.
1
2
J
5
.
7
J
-
-
ci
s
-
1
,
2
-
d
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
70
5
1.8
4
.
9
6.
2
8
.
1
7
8
.
3
4.
9
3
-
3
.
1
J
2
.
5
J
2
.
1
J
CO
D
μ g /L
--
-
-
3
3
,
0
0
0
-
-
-
-
-
-
-
S p ec
i
f
i
c
C
o
n
d
u
c
t
a
n
c
e
μ S/
c
m
--
-
-
-
-
-
-
3
4
0
3
2
6
2
4
1
3
2
4
Ir
o
n
μ g /L
30
0
3
0
0
67
.
0
1
7
0
-
94
0
87
.
0
J
5
5
.
0
43
8
6
2
9
-
9
7
1
1
9
3
-
3
0
7
J
108J
Le
a
d
μ g /L
15
1
0
-
-
-
-
-
0
.
3
9
J
-
-
-
-
Ma
n
g an
e
s
e
μ g /L
50
5
0
2.
2
J
2
.
6
J
1
.
2
J
1
4
J
2
.
1
J
2
.
9
J
26
6
13
.
2
-
2
6
.
9
J
7
.
6
-
7
.
7
J
-
Me
r
c
u
r
y
μ g /L
10
.
2
-
-
-
0
.
0
1
J
-
-
0
.
1
2
J
-
-
-
Ni
t
r
a
t
e
(as
N
O
3
-
)
μ g /L
10
,
0
0
0
1
0
,
0
0
0
-
-
4
0
0
-
-
-
-
-
-
-
p HS
U --
-
-
-
-
-
-
6
.
9
6
.
8
6
.
4
6
.
7
Su
l
p ha
t
e
μ g /L
25
0
,
0
0
0
2
5
0
,
0
0
0
-
-
1
,
5
0
0
J
-
-
-
-
-
-
-
Tr
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
31
0.
9
5
J
3.
1
3
.
4
3
.
3
3
.
6
3
.
9
1
.
5
0
.
9
5
-
1
J
0
.
9
9
-
1
.
1
J
0.79J
Te
m
p er
a
t
u
r
e
o C
--
-
-
-
-
-
-
1
6
.
4
1
7
.
8
1
6
.
5
1
6
.
7
Te
t
r
a
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
0.
7
1
3
.
6
1
2
1
4
1
2
1
2
1
3
5
.
9
3
.
2
2
.
6
2
.
1
Tr
i
c
h
l
o
r
o
f
l
u
o
r
o
m
e
t
h
a
n
e
μ g /L
2,0
0
0
1
-
1.
7
J
1
.
1
1
.
2
J
1
.
1
J
1
.
2
0.
4
2
J
0
.
2
2
J
0
.
2
1
-
0
.
2
6
J
0
.
4
0
J
Tu
r
b
i
d
i
t
y
NT
U
--
-
-
-
-
-
-
-
2
5
3
6
3
X y le
n
e
(m
&
p)
μ g /L
--
-
-
2
.
0
-
-
-
-
-
-
-
X y le
n
e
(o )
μ g /L
--
-
-
1
.
0
-
-
-
-
-
-
-
NC
2
L
-
T
i
t
l
e
1
5
A
o
f
t
h
e
N
o
r
t
h
C
a
ro
l
i
n
a
A
d
m
i
n
i
s
t
r
a
t
i
v
e
C
o
d
e
,
S
u
b
c
h
a
p te
r
2
L
S
t
a
n
d
a
r
d
s
SW
S
L
-
S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
L
i
m
i
t
μ g /L
-
M
i
c
r
o
g ra
m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
D
e
g re
e
s
C
e
l
s
i
u
s
NT
U
-
N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
r
d
s
w
e
re
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q
S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(ht
t
p s:
/
/
d
e
q .n
c
.
g ov
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
-
p er
m
i
t
-
g ui
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g /e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g -l
i
s
t
) o
n
1 9
A
p ril
2
0
1
6
.
Ap
p
e
n
d
i
x
E
-
1
Hi
s
t
o
r
i
c
a
l
G
r
o
u
n
d
w
a
t
e
r
M
o
n
i
t
o
r
i
n
g
D
a
t
a
(
D
D
W
-
0
1
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
2
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
65
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
75
1,
2
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
0.
4
1
1,
2
-
d
i
c
h
l
o
r
o
p ro
p an
e
μ g /L
0.
6
1
Ac
e
t
o
n
e
μ g /L
6,0
0
0
1
0
0
Ba
r
i
u
m
μ g /L
70
0
1
0
0
Ch
l
o
r
i
d
e
μ g /L
25
0
,
0
0
0
-
Ch
l
o
r
o
b
e
n
z
e
n
e
μ g /L
50
3
Ch
l
o
r
o
m
e
t
h
a
n
e
μ g /L
31
Ch
r
o
m
i
u
m
(II
I
+
V
I
)
μ g /L
10
1
0
ci
s
-
1
,
2
-
d
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
70
5
CO
D
μ g /L
--
S p ec
i
f
i
c
C
o
n
d
u
c
t
a
n
c
e
μ S/
c
m
--
Ir
o
n
μ g /L
30
0
3
0
0
Le
a
d
μ g /L
15
1
0
Ma
n
g an
e
s
e
μ g /L
50
5
0
Me
r
c
u
r
y
μ g /L
10
.
2
Ni
t
r
a
t
e
(as
N
O
3
-
)
μ g /L
10
,
0
0
0
1
0
,
0
0
0
p HS
U --
Su
l
p ha
t
e
μ g /L
25
0
,
0
0
0
2
5
0
,
0
0
0
Tr
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
31
Te
m
p er
a
t
u
r
e
o C
--
Te
t
r
a
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
0.
7
1
Tr
i
c
h
l
o
r
o
f
l
u
o
r
o
m
e
t
h
a
n
e
μ g /L
2,0
0
0
1
Tu
r
b
i
d
i
t
y
NT
U
--
X y le
n
e
(m
&
p)
μ g /L
--
X y le
n
e
(o )
μ g /L
--
NC
2
L
-
T
i
t
l
e
1
5
A
o
f
t
h
e
N
o
r
t
h
C
a
ro
l
i
n
a
A
d
m
i
n
i
s
t
r
a
t
i
v
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4.
N
C
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No
t
e
s
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1.
O
n
l
y c
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s
t
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s
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2
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d
s
h
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d
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d
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3.
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d
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d
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d
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c
t
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d
.
4.
N
C
2
L
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n
d
S
W
S
L
s
t
a
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d
a
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d
s
w
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o
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t
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d
f
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C
D
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No
t
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O
n
l
y c
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s
t
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t
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2.
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p la
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d
g ra
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3.
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4.
N
C
2
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S
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S
L
s
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w
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d
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(
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D
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)
Fo
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R
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P
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6
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f
5
0
May 2016
Sa
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D
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Co
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65
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75
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μ g /L
20
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0.4
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61
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10
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70
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11
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21
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25
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25
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T
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n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
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t
u
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n
t
s
d
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t
e
c
t
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c
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M
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r
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h
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r
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s
h
o
w
n
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2.
V
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r
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s
p la
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d
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d
s
h
a
d
e
d
g ra
y .
3.
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l
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t
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d
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t
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d
.
4.
N
C
2
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s
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s
w
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d
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m
N
C
D
E
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C
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C
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f
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0
May 2016
Sa
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1
9
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2
0
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8
9
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1
7
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2
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8
4
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2
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0
9
9
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1
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2
0
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3
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1
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2
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μ g /L
6
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6
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2
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6
9
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5
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20
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9
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2
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7
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9
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2
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μ g /L
0.6
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8
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1
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5
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6
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μ g /L
6
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0
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5
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2
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4
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8
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8
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18
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2
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10
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2
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70
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3
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3
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3
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7
6
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8
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11
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21
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l
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50
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1
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3
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3
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9
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8
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10
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7
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70
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7
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8
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c
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6
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15
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10
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10
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2 ,00
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4
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Tu
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c
T
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b
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d
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t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
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d
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n
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o
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m
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s
a
m
p le
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n
c
e
M
a
r
c
h
2
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0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
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e
s
i
n
d
i
c
a
t
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t
h
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t
t
h
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c
o
n
s
t
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u
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n
t
w
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s
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t
h
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r
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o
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s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
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o
b
t
a
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n
e
d
f
r
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m
N
C
D
E
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o
l
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d
W
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s
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t
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a
b
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g em
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a
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d
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t
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a
(
D
D
W
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0
3
)
Fo
r
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r
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k
R
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d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
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t
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,
N
o
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t
h
C
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l
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o
s
y
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c
C
o
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s
o
f
N
C
,
P
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Pa
g
e
8
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f
5
0
May 2016
Sa
m
p le
D
a
t
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Co
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s
t
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t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
65
1,
2
-
d
i
c
h
l
o
r
o
b
e
n
z
e
n
e
μ g /L
20
5
1,
2
-
d
i
c
h
l
o
r
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e
t
h
a
n
e
μ g /L
0.4
1
1,
2
-
d
i
c
h
l
o
r
o
p ro
p an
e
μ g /L
0.6
1
1,
4
-
d
i
c
h
l
o
r
o
b
e
n
z
e
n
e
μ g /L
61
Ac
e
t
o
n
e
μ g /L
6 ,00
0
1
0
0
Ar
s
e
n
i
c
μ g /L
10
1
0
Ba
r
i
u
m
μ g /L
70
0
1
0
0
Be
n
z
e
n
e
μ g /L
11
Ca
d
m
i
u
m
μ g /L
21
Ch
l
o
r
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d
e
μ g /L
25
0
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0
-
Ch
l
o
r
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b
e
n
z
e
n
e
μ g /L
50
3
Ch
r
o
m
i
u
m
(II
I
+
V
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)
μ g /L
10
1
0
ci
s
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2
-
d
i
c
h
l
o
r
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t
h
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n
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μ g /L
70
5
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D
μ g /L
--
S p ec
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f
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c
C
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n
d
u
c
t
a
n
c
e
μ S/
c
m
--
Le
a
d
μ g /L
15
1
0
Me
r
c
u
r
y
μ g /L
10
.
2
p HS
U --
Se
l
e
n
i
u
m
μ g /L
20
1
0
Su
l
p ha
t
e
μ g /L
25
0
,00
0
2
5
0
,00
0
Tr
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
31
Te
m
p
°C
--
Te
t
r
a
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
0.7
1
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n
s
-
1
,
2
-
d
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
10
0
5
Tr
i
c
h
l
o
r
o
f
l
u
o
r
o
m
e
t
h
a
n
e
μ g /L
2 ,00
0
1
Tu
r
b
i
d
i
t
y
NT
U
--
Vi
n
y l
c
h
l
o
r
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d
e
μ g /L
0.
0
3
1
NC
2
L
-
T
i
t
l
e
1
5
A
o
f
t
h
e
N
o
r
t
h
C
a
ro
l
i
n
a
A
d
m
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n
i
s
t
r
a
t
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v
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C
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,
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u
b
c
h
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r
2
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t
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d
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L
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l
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d
W
a
s
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t
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n
L
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μ g /L
-
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c
r
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g ra
m
s
p er
l
i
t
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r
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c
m
-
M
i
c
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s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
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g re
e
s
C
e
l
s
i
u
s
NT
U
-
N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
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10
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S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
L
i
m
i
t
μ g /L
-
M
i
c
r
o
g ra
m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
D
e
g re
e
s
C
e
l
s
i
u
s
NT
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-
N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(ht
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p s:
/
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q .n
c
.
g ov
/
a
b
o
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t
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d
i
v
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s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
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m
a
n
a
g em
e
n
t
-
p er
m
i
t
-
g ui
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
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-
s
e
c
t
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n
/
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v
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m
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t
a
l
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m
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g /e
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v
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m
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g
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(
D
D
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0
5
)
Fo
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k
R
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d
L
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n
d
f
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Ch
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t
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h
C
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Ge
o
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l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
1
1
o
f
5
0
May 2016
Sa
m
p le
D
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t
e
3/
2
0
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2
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8
9
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8
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9
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2
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1
2
9
/
2
7
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2
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1
2
Co
n
s
t
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t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
1,
1
-
d
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c
h
l
o
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t
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a
n
e
μ g /L
6
5
5
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9
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4
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7
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2
5
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4
2.
6
0
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9
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μ g /L
0.4
1
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2
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d
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c
h
l
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e
μ g /L
0.6
1
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4
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d
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c
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μ g /L
61
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5
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e
μ g /L
6 ,00
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8
4
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3
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μ g /L
10
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8
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9
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5
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Ba
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m
μ g /L
70
0
1
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0
70
6
2
7
3
7
7
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7
6
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9
6
8
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1
7
4
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3
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5
8
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5
6
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Ca
d
m
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m
μ g /L
21
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0
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4
J
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Ch
l
o
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d
e
μ g /L
25
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0
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0
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l
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μ g /L
50
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3
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0
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9
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5
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5
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l
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μ g /L
3 ,00
0
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3
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4
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1
6
2
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2
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3
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m
(II
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+
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10
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8
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1
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0
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6
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μ g /L
70
5
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2
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0
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2
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μ S/
c
m
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9
4
7
7
6
6
5
0
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3
9
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n
μ g /L
30
0
3
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d
μ g /L
15
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7
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2
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Me
r
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r
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10
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3
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m
μ g /L
20
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7
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5
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7
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l
p ha
t
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μ g /L
25
0
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7
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5
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p
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2
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4
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A
o
f
t
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N
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h
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l
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a
A
d
m
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b
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μ g /L
-
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m
s
p er
l
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c
m
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M
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t
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m
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e
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t
s
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e
s
C
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l
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s
NT
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e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
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o
n
(ht
t
p s:
/
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d
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q .n
c
.
g ov
/
a
b
o
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t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g em
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n
t
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p er
m
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d
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c
e
/
s
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d
-
w
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c
t
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/
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n
t
a
l
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t
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g /e
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v
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m
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a
l
-
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o
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i
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o
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s
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n
1
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p ril
2
0
1
6
.
Ap
p
e
n
d
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x
E
-
6
Hi
s
t
o
r
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c
a
l
G
r
o
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n
d
w
a
t
e
r
M
o
n
i
t
o
r
i
n
g
D
a
t
a
(
D
D
W
-
0
5
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
1
2
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
65
1,
2
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
0.4
1
1,
2
-
d
i
c
h
l
o
r
o
p ro
p an
e
μ g /L
0.6
1
1,
4
-
d
i
c
h
l
o
r
o
b
e
n
z
e
n
e
μ g /L
61
Ac
e
t
o
n
e
μ g /L
6 ,00
0
1
0
0
Ar
s
e
n
i
c
μ g /L
10
1
0
Ba
r
i
u
m
μ g /L
70
0
1
0
0
Ca
d
m
i
u
m
μ g /L
21
Ch
l
o
r
i
d
e
μ g /L
25
0
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70
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10
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20
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25
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s
No
t
e
s
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O
n
l
y c
o
n
s
t
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t
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n
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s
d
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h
o
w
n
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2.
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l
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x
c
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d
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n
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r
N
C
2
L
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S
W
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d
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s
p la
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s
h
a
d
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d
g ra
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3.
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n
k
t
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d
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d
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c
t
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d
.
4.
N
C
2
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a
n
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S
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L
s
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a
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f
N
C
,
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C
Pa
g
e
1
3
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f
5
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t
s
N
C
2
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h
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T
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n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
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n
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m
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s
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s
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n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
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n
d
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h
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s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
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n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
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d
W
a
s
t
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t
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(ht
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p s:
/
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c
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/
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b
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s
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s
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a
s
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n
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d
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E
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s
t
o
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c
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l
G
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d
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r
M
o
n
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t
o
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n
g
D
a
t
a
(
D
D
W
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0
6
)
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r
m
e
r
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k
R
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d
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n
d
f
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l
l
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a
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t
t
e
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r
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h
C
a
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l
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n
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o
s
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c
C
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n
s
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l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
1
4
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
2-
h
e
x
a
n
o
n
e
(MB
K
)
μ g /L
-5
0
Ac
e
t
o
n
e
μ g /L
6 ,00
0
1
0
0
Ba
r
i
u
m
μ g /L
70
0
1
0
0
Ch
l
o
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d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
r
d
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(ht
t
p s:
/
/
d
e
q .n
c
.
g ov
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
-
p er
m
i
t
-
g ui
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
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m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g /e
n
v
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n
m
e
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t
a
l
-
m
o
n
i
t
o
r
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g -l
i
s
t
) o
n
1
9
A
p ri
l
2
0
1
6
.
Ap
p
e
n
d
i
x
E
-
8
Hi
s
t
o
r
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c
a
l
G
r
o
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n
d
w
a
t
e
r
M
o
ni
t
o
r
i
n
g
D
a
t
a
(
D
M
W
-
0
1
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
1
6
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
1,1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
65
1,2
-
d
i
c
h
l
o
r
o
b
e
n
z
e
n
e
μ g /L
20
5
1,2
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
0.4
1
1,2
-
d
i
c
h
l
o
r
o
p ro
p an
e
μ g /L
0.6
1
1,4
-
d
i
c
h
l
o
r
o
b
e
n
z
e
n
e
μ g /L
61
Ac
e
t
o
n
e
μ g /L
6 ,00
0
1
0
0
Ar
s
e
n
i
c
μ g /L
10
1
0
Ba
r
i
u
m
μ g /L
70
0
1
0
0
Be
n
z
e
n
e
μ g /L
11
Ca
d
m
i
u
m
μ g /L
21
Ca
r
b
o
n
d
i
s
u
l
f
i
d
e
μ g /L
70
0
1
0
0
Ch
l
o
r
i
d
e
μ g /L
25
0
,00
0
-
Ch
l
o
r
o
b
e
n
z
e
n
e
μ g /L
50
3
Ch
r
o
m
i
u
m
(II
I
+
V
I
)
μ g /L
10
1
0
ci
s
-
1
,
2
-
d
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
70
5
CO
D
μ g /L
--
Fi
e
l
d
S
p ec
i
f
i
c
C
o
n
d
u
c
t
a
n
c
e
μ mh
o
s
/
c
m
--
Ir
o
n
μ g /L
30
0
3
0
0
Le
a
d
μ g /L
15
1
0
Ma
n
g an
e
s
e
μ g /L
50
5
0
Me
r
c
u
r
y
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1
0
.
2
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t
r
a
t
e
(as
N
O
3
-
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μ g /L
10
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0
1
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0
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(Fi
e
l
d
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H _Un
i
t
s
--
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l
e
n
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m
μ g /L
20
1
0
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l
v
e
r
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20
1
0
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l
p ha
t
e
μ g /L
25
0
,00
0
2
5
0
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0
Tri
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
31
Te
m
p
oC
--
Te
t
r
a
c
h
l
o
r
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t
h
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0.7
1
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a
n
s
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2
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c
h
l
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t
h
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10
0
5
Tu
r
b
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d
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t
y
NT
U
--
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n
y l
c
h
l
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r
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0
3
1
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n
e
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p)
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n
e
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--
NC
2
L
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t
l
e
1
5
A
o
f
t
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e
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o
r
t
h
C
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a
A
d
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t
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L
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m
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c
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m
s
p er
l
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t
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r
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m
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M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
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S
t
a
n
d
a
r
d
U
n
i
t
s
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e
g re
e
s
C
e
l
s
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s
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e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
r
d
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
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o
n
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t
p s:
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c
.
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/
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t
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s
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s
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w
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s
t
e
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a
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a
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e
n
t
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s
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e
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m
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n
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f
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,
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C
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1
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f
5
0
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m
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s
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5
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No
t
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s
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1.
O
n
l
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2.
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3.
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4.
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May 2016
Sa
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10
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70
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31
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10
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30
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15
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50
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T
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s
No
t
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s
:
1.
O
n
l
y c
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n
s
t
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t
u
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t
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d
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c
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2.
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t
h
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L
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L
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r
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d
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s
p la
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i
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b
o
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d
a
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d
s
h
a
d
e
d
g ra
y .
3.
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l
a
n
k
t
a
b
l
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s
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d
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4.
N
C
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n
d
S
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s
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s
w
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d
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m
N
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D
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31
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No
t
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s
:
1.
O
n
l
y c
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s
t
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t
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d
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2.
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N
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2
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p la
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3.
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4.
N
C
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65
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11
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15
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10
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20
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20
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25
0
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t
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31
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0.7
1
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r
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c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
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n
o
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o
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m
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s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
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L
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r
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d
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s
p la
y ed
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n
b
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d
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n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
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n
t
r
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s
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d
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h
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r
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s
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m
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d
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d
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t
e
c
t
e
d
.
4.
N
C
2
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a
n
d
S
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S
L
s
t
a
n
d
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rd
s
w
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o
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d
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m
N
C
D
E
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o
l
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d
W
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c
t
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5
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May 2016
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No
t
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s
:
1.
O
n
l
y c
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n
s
t
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t
u
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n
t
s
d
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c
t
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2.
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N
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L
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p la
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b
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d
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s
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a
d
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d
g ra
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3.
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k
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.
4.
N
C
2
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S
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s
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w
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d
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N
C
D
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d
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s
t
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a
l
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d
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r
M
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to
r
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n
g
D
a
t
a
(
D
M
W
-
0
2
B
)
Fo
r
m
e
r
Y
o
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k
R
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a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
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t
t
e
,
N
o
r
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h
C
a
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l
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o
s
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C
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t
a
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t
s
o
f
N
C
,
P
C
Pa
g
e
2
2
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
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t
u
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n
t
Un
i
t
s
N
C
2
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S
W
S
L
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1
-
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h
l
o
r
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t
h
a
n
e
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65
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2
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h
l
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t
h
a
n
e
μ g /L
0.4
1
1,
4
-
d
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h
l
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b
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n
z
e
n
e
μ g /L
61
2-
h
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x
a
n
o
n
e
(MB
K
)
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-5
0
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t
o
n
e
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6 ,00
0
1
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0
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s
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n
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c
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10
1
0
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70
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11
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d
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50
3
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m
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10
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70
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30
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15
1
0
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m
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20
1
0
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20
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25
0
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t
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31
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m
p
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t
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t
y
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--
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l
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h
C
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t
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L
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m
s
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l
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c
m
-
M
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c
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s
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m
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n
s
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n
t
i
m
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t
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r
SU
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t
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d
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n
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t
s
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s
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l
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s
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N
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p he
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o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
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a
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o
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y
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t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
2
7
o
f
5
0
May 2016
Sa
m
p le
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a
t
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2
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8
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6
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2
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Ch
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m
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T
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b
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n
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t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
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d
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n
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o
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m
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r
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s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
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e
n
t
r
i
e
s
i
n
d
i
c
a
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h
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t
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h
e
c
o
n
s
t
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u
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n
t
w
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h
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r
n
o
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s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
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n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
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s
t
e
Se
c
t
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n
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p s:
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c
.
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-
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g em
e
n
t
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a
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t
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v
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l
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i
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o
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1
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p ril
2
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.
Ap
p
e
n
d
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E
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1
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s
t
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l
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d
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r
M
o
ni
t
o
r
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n
g
D
a
t
a
(
D
M
W
-
0
8
)
Fo
r
m
e
r
Y
o
r
k
R
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a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
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t
t
e
,
N
o
r
t
h
C
a
r
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l
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n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
2
8
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
Ac
e
t
o
n
e
μ g /L
6 ,00
0
1
0
0
Ar
s
e
n
i
c
μ g /L
10
1
0
Ba
r
i
u
m
μ g /L
70
0
1
0
0
Ca
d
m
i
u
m
μ g /L
21
Ch
l
o
r
i
d
e
μ g /L
25
0
,00
0
-
Ch
l
o
r
o
m
e
t
h
a
n
e
μ g /L
31
Ch
r
o
m
i
u
m
(II
I
+
V
I
)
μ g /L
10
1
0
CO
D
μ g /L
--
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i
f
i
c
C
o
n
d
u
c
t
a
n
c
e
μ S/
c
m
--
Ir
o
n
μ g /L
30
0
3
0
0
Le
a
d
μ g /L
15
1
0
Ma
n
g an
e
s
e
μ g /L
50
5
0
Ni
t
r
a
t
e
(as
N
O
3
-
)
μ g /L
10
,00
0
1
0
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0
p HS
U --
Sil
v
e
r
μ g /L
20
1
0
Su
l
p ha
t
e
μ g /L
25
0
,00
0
2
5
0
,00
0
Te
m
p
°C
--
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t
r
a
c
h
l
o
r
o
e
t
h
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n
e
μ g /L
0.7
1
Tu
r
b
i
d
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t
y
NT
U
--
X y le
n
e
(m
&
p)
μ g /L
--
X y le
n
e
(o )
μ g /L
--
NC
2
L
-
T
i
t
l
e
1
5
A
o
f
t
h
e
N
o
r
t
h
C
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ro
l
i
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a
A
d
m
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r
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u
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r
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m
s
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l
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t
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r
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c
m
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M
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n
s
p er
c
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n
t
i
m
e
t
e
r
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t
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d
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r
d
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n
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t
s
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g re
e
s
C
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l
s
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u
s
NT
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N
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p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(ht
t
p s:
/
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d
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q .n
c
.
g ov
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
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a
s
t
e
-
m
a
n
a
g em
e
n
t
/
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a
s
t
e
-
m
a
n
a
g em
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n
t
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m
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d
a
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e
/
s
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l
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d
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a
s
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e
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e
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t
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/
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a
l
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i
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o
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1
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No
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s
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1.
O
n
l
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t
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d
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2.
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3.
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4.
N
C
2
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D
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(
D
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R
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P
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3
0
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f
5
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May 2016
Sa
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p le
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a
t
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Co
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s
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u
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t
Un
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s
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65
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10
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Ba
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70
0
1
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0
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d
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m
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21
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-
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3
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0
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l
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t
h
a
n
e
μ g /L
31
Ch
r
o
m
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m
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+
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10
1
0
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C
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c
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30
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15
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10
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2
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20
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25
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0
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b
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t
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c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
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s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
a
r
e
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
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l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
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t
t
h
e
c
o
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s
t
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t
u
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n
t
w
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s
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i
t
h
e
r
n
o
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s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
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n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
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s
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c
t
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n
(ht
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p s:
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c
.
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a
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n
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a
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a
g em
e
n
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a
n
a
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t
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m
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2
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No
t
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s
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1.
O
n
l
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2.
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g ra
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3.
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4.
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E
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P
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2
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5
0
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Sa
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0
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T
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b
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d
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t
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n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
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d
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s
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n
c
e
M
a
r
c
h
2
0
0
8
a
r
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s
h
o
w
n
.
2.
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a
l
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e
s
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x
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d
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n
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t
h
e
r
N
C
2
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r
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W
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L
a
r
e
d
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s
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n
b
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d
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n
d
s
h
a
d
e
d
g ra
y .
3.
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l
a
n
k
t
a
b
l
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e
n
t
r
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s
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n
d
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4.
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n
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s
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d
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m
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C
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O
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l
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s
No
t
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s
:
1.
O
n
l
y c
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n
s
t
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t
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s
d
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t
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s
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d
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d
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4.
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C
o
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s
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t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
3
5
o
f
5
0
May 2016
Sa
m
p le
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1
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2
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T
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n
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s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
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t
u
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n
t
s
d
e
t
e
c
t
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a
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s
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n
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e
M
a
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s
h
o
w
n
.
2.
V
a
l
u
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s
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x
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d
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n
g S
W
S
L
a
r
e
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s
p la
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b
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d
a
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d
s
h
a
d
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d
g ra
y .
3.
B
l
a
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k
t
a
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n
t
r
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s
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n
d
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r
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m
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d
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c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
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rd
s
w
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r
e
o
b
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a
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n
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d
f
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m
N
C
D
E
Q S
o
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l
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Da
t
a
(
N
T
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)
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C
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t
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s
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f
N
C
,
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C
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g
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3
6
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f
5
0
May 2016
Sa
m
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D
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t
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Co
n
s
t
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t
Un
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l
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h
a
n
e
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10
0
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c
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10
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r
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m
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0
Ch
r
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m
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I
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V
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s
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l
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s
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t
r
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c
T
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r
b
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d
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t
y U
n
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t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
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t
h
e
r
n
o
t
s
a
m
p le
d
o
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n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
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rd
s
w
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r
e
o
b
t
a
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n
e
d
f
r
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m
N
C
D
E
Q S
o
l
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d
W
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t
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o
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.
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s
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g
Da
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r
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k
R
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t
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t
s
o
f
N
C
,
P
C
Pa
g
e
3
7
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f
5
0
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m
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t
e
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1
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2
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c
T
u
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b
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d
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n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
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e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
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t
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h
a
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c
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s
t
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u
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w
a
s
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t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
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d
W
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t
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p s:
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c
.
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g em
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n
t
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t
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t
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v
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l
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m
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a
l
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o
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i
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1
9
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2
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.
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p
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d
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t
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l
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r
f
a
c
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a
t
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r
Mo
n
i
t
o
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i
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g
Da
t
a
(
N
T
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2
)
Fo
r
m
e
r
Y
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k
R
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a
d
L
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n
d
f
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l
l
Ch
a
r
l
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t
e
,
N
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C
a
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l
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Ge
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C
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t
a
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t
s
o
f
N
C
,
P
C
Pa
g
e
3
8
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
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t
u
e
n
t
Un
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t
s
S
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L
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1
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l
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t
h
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n
e
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5
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l
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n
e
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4-
M
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t
a
n
o
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μ g /L
10
0
Ac
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t
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μ g /L
10
0
Ar
s
e
n
i
c
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10
Ba
r
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u
m
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10
0
Be
n
z
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n
e
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1
Ca
d
m
i
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m
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1
Ch
l
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m
e
t
h
a
n
e
μ g /L
1
Ch
r
o
m
i
u
m
(II
I
+
V
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)
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10
ci
s
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2
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l
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t
h
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n
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5
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C
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t
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n
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e
μ S/
c
m
-
Ir
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n
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30
0
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10
Ma
n
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50
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l
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10
Sil
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Tr
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1
Te
m
p
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t
r
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l
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1
Tu
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t
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n
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c
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l
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SW
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c
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M
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n
s
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t
i
m
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r
SU
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d
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t
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s
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l
s
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o
m
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t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
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o
n
(ht
t
p s:
/
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q .n
c
.
g ov
/
a
b
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u
t
/
d
i
v
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s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
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a
s
t
e
-
m
a
n
a
g em
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t
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m
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d
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n
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e
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s
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d
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w
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e
c
t
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o
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/
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n
v
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m
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a
l
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s
t
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l
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f
a
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e
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a
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g
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t
a
(
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C
-
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)
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r
m
e
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k
R
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a
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L
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n
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l
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t
t
e
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C
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n
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t
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n
t
s
o
f
N
C
,
P
C
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g
e
3
9
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f
5
0
May 2016
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m
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D
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t
e
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1
7
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s
t
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t
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t
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t
s
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e
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m
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0
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2
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2
4
2
2
6
1
3
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1
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o
n
μ g /L
30
0
-
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-
-
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-
-
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-
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Le
a
d
μ g /L
10
-
1
.
9
J
-
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-
0
.
3
6
J
-
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Ma
n
g an
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s
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μ g /L
50
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Me
r
c
u
r
y
μ g /L
0.
2
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0
.
1
4
J
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p HS
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6
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9
7
.
2
7
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6
7
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4
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l
e
n
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m
μ g /L
10
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0
.
6
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Te
m
p
°C
-
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4
.
7
2
2
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6
2
0
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7
2
4
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8
Tu
r
b
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d
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t
y
NT
U
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7
0
8 2
SW
S
L
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S
o
l
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d
W
a
s
t
e
S
e
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t
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n
L
i
m
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t
μ g /L
-
M
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c
r
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m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
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e
n
t
i
m
e
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e
r
SU
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S
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a
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d
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d
U
n
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t
s
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-
D
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g re
e
s
C
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l
s
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s
NT
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N
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p he
l
o
m
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t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(ht
t
p s:
/
/
d
e
q .n
c
.
g ov
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
-
p er
m
i
t
-
g ui
d
a
n
c
e
/
s
o
l
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d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g /e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g -l
i
s
t
) o
n
1
9
A
p ril
2
0
1
6
.
Ap
p
e
n
d
i
x
E
-
2
0
Hi
s
t
o
r
i
c
a
l
S
u
r
f
a
c
e
W
a
t
e
r
Mo
n
i
t
o
r
i
n
g
Da
t
a
(
S
C
-
1
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
4
0
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
S
W
S
L
Ac
e
t
o
n
e
μ g /L
10
0
Ar
s
e
n
i
c
μ g /L
10
Ba
r
i
u
m
μ g /L
10
0
Br
o
m
o
d
i
c
h
l
o
r
o
m
e
t
h
a
n
e
μ g /L
1
Ch
l
o
r
o
d
i
b
r
o
m
o
m
e
t
h
a
n
e
μ g /L
3
Ch
l
o
r
o
f
o
r
m
μ g /L
5
Ch
l
o
r
o
m
e
t
h
a
n
e
μ g /L
1
Ch
r
o
m
i
u
m
(II
I
+
V
I
)
μ g /L
10
S p ec
i
f
i
c
C
o
n
d
u
c
t
a
n
c
e
μ S/
c
m
-
Ir
o
n
μ g /L
30
0
Le
a
d
μ g /L
10
Ma
n
g an
e
s
e
μ g /L
50
Me
r
c
u
r
y
μ g /L
0.
2
p HS
U -
Se
l
e
n
i
u
m
μ g /L
10
Te
m
p
°C
-
Tu
r
b
i
d
i
t
y
NT
U
-
SW
S
L
-
S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
L
i
m
i
t
μ g /L
-
M
i
c
r
o
g ra
m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
D
e
g re
e
s
C
e
l
s
i
u
s
NT
U
-
N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(ht
t
p s:
/
/
d
e
q .n
c
.
g ov
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
-
p er
m
i
t
-
g ui
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g /e
n
v
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r
o
n
m
e
n
t
a
l
-
m
o
n
i
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o
r
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g -l
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s
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) o
n
1
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2
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3/
6
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0
1
3
9
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1
1
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2
0
1
3
3
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2
7
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2
0
1
4
9
/
2
4
/
2
0
1
4
3
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1
5
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1
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1
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2
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1
6
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0
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J
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28
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3
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31
0
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4
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2
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p
e
n
d
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x
E
-
2
1
Hi
s
t
o
r
i
c
a
l
S
u
r
f
a
c
e
W
a
t
e
r
Mo
n
i
t
o
r
i
n
g
Da
t
a
(
S
C
-
2
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
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l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
4
1
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
3/
1
7
/
2
0
0
8
9
/
1
5
/
2
0
0
8
3
/
3
1
/
2
0
0
9
9
/
9
/
2
0
0
9
3
/
9
/
2
0
1
0
9
/
2
3
/
2
0
1
0
3
/
3
1
/
2
0
1
1
9
/
2
2
/
2
0
1
1
3
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2
2
/
2
0
1
2
9
/
2
6
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2
0
1
2
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
SW
S
L
Ac
e
t
o
n
e
μ g /L
10
0
-
-
-
-
2
.
6
J
-
2
.
6
J
7
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0
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-
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c
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10
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1
.
7
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0
.
5
6
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r
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m
μ g /L
10
0
30
5
5
3
6
2
6
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2
8
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2
1
3
4
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5
2
6
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4
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2
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Br
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o
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c
h
l
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m
e
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h
a
n
e
μ g /L
1
-
-
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0
.
5
4
J
-
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-
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Ch
l
o
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d
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m
o
m
e
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h
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n
e
μ g /L
3
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1
.
1
J
-
-
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Ch
l
o
r
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f
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r
m
μ g /L
5
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1
.
1
J
-
-
-
-
-
Ch
r
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m
i
u
m
(II
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+
V
I
)
μ g /L
10
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0
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3
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1
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2
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1
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6
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1
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1
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6
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7
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f
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c
C
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d
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t
a
n
c
e
μ S/
c
m
-
-
-
-
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-
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2
5
1
2
5
2
2
6
1
3
5
5
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a
d
μ g /L
10
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1
.
0
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1
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1
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0
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3
9
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Me
r
c
u
r
y
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0.
2
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0
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7
7
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2
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5
7
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6
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h
l
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t
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e
μ g /L
1
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-
0
.
8
1
J
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Te
m
p
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1
2
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1
2
4
.
6
2
2
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0
2
2
.
9
Tu
r
b
i
d
i
t
y
NT
U
-
-
-
-
-
-
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-
7
5
.
4
9
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SW
S
L
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S
o
l
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d
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a
s
t
e
S
e
c
t
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n
L
i
m
i
t
μ g /L
-
M
i
c
r
o
g ra
m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
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t
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n
d
a
r
d
U
n
i
t
s
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-
D
e
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e
s
C
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l
s
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u
s
NT
U
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N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
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t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
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o
n
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.
g ov
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a
b
o
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d
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v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g em
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n
t
-
p er
m
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t
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g ui
d
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n
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e
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l
i
d
-
w
a
s
t
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e
c
t
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o
n
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n
v
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m
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n
t
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l
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m
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t
o
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v
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m
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a
l
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o
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Ap
p
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n
d
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s
t
o
r
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a
l
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f
a
c
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a
t
e
r
Mo
n
i
t
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g
Da
t
a
(
S
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)
Fo
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m
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r
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k
R
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a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
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t
t
e
,
N
o
r
t
h
C
a
r
o
l
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n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
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l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
4
2
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
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t
Un
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t
s
S
W
S
L
Ac
e
t
o
n
e
μ g /L
10
0
Ar
s
e
n
i
c
μ g /L
10
Ba
r
i
u
m
μ g /L
10
0
Br
o
m
o
d
i
c
h
l
o
r
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m
e
t
h
a
n
e
μ g /L
1
Ch
l
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o
d
i
b
r
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m
o
m
e
t
h
a
n
e
μ g /L
3
Ch
l
o
r
o
f
o
r
m
μ g /L
5
Ch
r
o
m
i
u
m
(II
I
+
V
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10
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c
C
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n
d
u
c
t
a
n
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c
m
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d
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10
Me
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r
y
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0.
2
p HS
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h
l
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t
h
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d
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t
y
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t
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n
L
i
m
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t
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c
r
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s
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l
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t
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r
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c
m
-
M
i
c
r
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m
e
n
s
p er
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n
t
i
m
e
t
e
r
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t
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n
d
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r
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t
s
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e
s
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l
s
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p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
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o
n
(ht
t
p s:
/
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q .n
c
.
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/
a
b
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t
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s
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a
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m
a
n
a
g em
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t
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a
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t
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t
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v
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s
t
o
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c
a
l
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f
a
c
e
W
a
t
e
r
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n
i
t
o
r
i
n
g
Da
t
a
(
S
T
-
1
)
Fo
r
m
e
r
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o
r
k
R
o
a
d
L
a
n
d
f
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l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
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h
C
a
r
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l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
4
3
o
f
5
0
May 2016
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m
p le
D
a
t
e
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1
7
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2
0
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8
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5
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0
0
9
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1
0
3
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2
9
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2
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1
1
9
/
2
2
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0
1
1
3
/
2
2
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2
0
1
2
9
/
2
6
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2
0
1
2
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
SW
S
L
Ac
e
t
o
n
e
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10
0
-
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1
6
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2
.
3
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7
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7
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0
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6
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r
i
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m
μ g /L
10
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6
5
0
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7
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4
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4
8
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4
9
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9
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e
μ g /L
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.
6
6
J
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Ch
l
o
r
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e
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a
n
e
μ g /L
1
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0
.
6
5
J
-
0
.
1
9
J
Ch
r
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m
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u
m
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+
V
I
)
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10
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0
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9
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8
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8
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a
n
c
e
μ S/
c
m
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-
-
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2
9
3
7
2
2
3
6
5
5
4
7
Ir
o
n
μ g /L
30
0
-
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-
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a
d
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10
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n
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e
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1
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5
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l
e
n
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m
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10
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0
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7
2
J
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m
p
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1
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3
2
1
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1
9
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8
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6
Tu
r
b
i
d
i
t
y
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U
-
-
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5
5
6
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1
5
SW
S
L
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S
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l
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d
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t
e
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t
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n
L
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m
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t
μ g /L
-
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i
c
r
o
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m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
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t
a
n
d
a
r
d
U
n
i
t
s
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-
D
e
g re
e
s
C
e
l
s
i
u
s
NT
U
-
N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
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t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
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o
n
(ht
t
p s:
/
/
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e
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c
.
g ov
/
a
b
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t
/
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v
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s
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s
/
w
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m
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n
a
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n
t
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s
t
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m
a
n
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d
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e
c
t
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o
n
/
e
n
v
i
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n
m
e
n
t
a
l
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m
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n
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t
o
r
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n
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m
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t
a
l
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m
o
n
i
t
o
r
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n
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s
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) o
n
1
9
A
p ril
2
0
1
6
.
Ap
p
e
n
d
i
x
E
-
2
2
Hi
s
t
o
r
i
c
a
l
S
u
r
f
a
c
e
W
a
t
e
r
Mo
n
i
t
o
r
i
n
g
Da
t
a
(
S
T
-
1
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
4
4
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
S
W
S
L
Ac
e
t
o
n
e
μ g /L
10
0
Ar
s
e
n
i
c
μ g /L
10
Ba
r
i
u
m
μ g /L
10
0
Ch
l
o
r
o
b
e
n
z
e
n
e
μ g /L
3
Ch
l
o
r
o
m
e
t
h
a
n
e
μ g /L
1
Ch
r
o
m
i
u
m
(II
I
+
V
I
)
μ g /L
10
S p ec
i
f
i
c
C
o
n
d
u
c
t
a
n
c
e
μ S/
c
m
-
Ir
o
n
μ g /L
30
0
Le
a
d
μ g /L
10
Ma
n
g an
e
s
e
μ g /L
50
p HS
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Se
l
e
n
i
u
m
μ g /L
10
Te
m
p
°C
-
Tu
r
b
i
d
i
t
y
NT
U
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SW
S
L
-
S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
L
i
m
i
t
μ g /L
-
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i
c
r
o
g ra
m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
D
e
g re
e
s
C
e
l
s
i
u
s
NT
U
-
N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(ht
t
p s:
/
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d
e
q .n
c
.
g ov
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
-
p er
m
i
t
-
g ui
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
o
n
m
e
n
t
a
l
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m
o
n
i
t
o
r
i
n
g /e
n
v
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r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g -l
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s
t
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1
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p ril
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0
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6
.
3/
7
/
2
0
1
3
3
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2
7
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2
0
1
4
9
/
2
3
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2
0
1
4
3
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1
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2
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1
5
9
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5
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6
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-
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7
J
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8
6
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4
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9
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8
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3
4
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0
.
3
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p
e
n
d
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x
E
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2
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Hi
s
t
o
r
i
c
a
l
S
u
r
f
a
c
e
W
a
t
e
r
Mo
n
i
t
o
r
i
n
g
Da
t
a
(
S
T
-
2
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
4
5
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
3/
1
7
/
2
0
0
8
9
/
1
8
/
2
0
0
8
4
/
8
/
2
0
0
9
9
/
1
1
/
2
0
0
9
3
/
9
/
2
0
1
0
3
/
3
1
/
2
0
1
1
9
/
2
2
/
2
0
1
1
3
/
2
0
/
2
0
1
2
9
/
2
6
/
2
0
1
2
3
/
5
/
2
0
1
3
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
SW
S
L
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
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5
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5
8
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2
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7
4
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7
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5
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t
h
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n
e
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10
0
-
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4
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1
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-
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e
t
o
n
e
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10
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1
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J
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2
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5
.
6
J
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n
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c
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10
-
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1
.
3
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r
i
u
m
μ g /L
10
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3
6
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0
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7
5
1
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5
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5
5
.
5
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2
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1
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6
0
.
6
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Ch
r
o
m
i
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m
(II
I
+
V
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)
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10
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0
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9
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0
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5
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0
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7
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0
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5
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s
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h
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t
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e
n
e
μ g /L
5
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-
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.
5
5
J
-
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0
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2
5
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0
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4
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f
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c
C
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n
d
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t
a
n
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e
μ S/
c
m
-
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-
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-
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1
8
5
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4
6
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8
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1
6
2
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5
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7
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7
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c
h
l
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t
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n
e
μ g /L
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-
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-
0
.
5
2
J
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m
p
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8
2
1
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4
2
4
.
1
2
0
.
7
1
0
.
4
Tu
r
b
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d
i
t
y
NT
U
-
-
-
-
-
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2
5
3
1
2 7
SW
S
L
-
S
o
l
i
d
W
a
s
t
e
S
e
c
t
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o
n
L
i
m
i
t
μ g /L
-
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i
c
r
o
g ra
m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
D
e
g re
e
s
C
e
l
s
i
u
s
NT
U
-
N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
i
o
n
(ht
t
p s:
/
/
d
e
q .n
c
.
g ov
/
a
b
o
u
t
/
d
i
v
i
s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
-
p er
m
i
t
-
g ui
d
a
n
c
e
/
s
o
l
i
d
-
w
a
s
t
e
-
s
e
c
t
i
o
n
/
e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g /e
n
v
i
r
o
n
m
e
n
t
a
l
-
m
o
n
i
t
o
r
i
n
g -l
i
s
t
) o
n
19
A
p ril
2
0
1
6
.
Ap
p
e
n
d
i
x
E
-
2
3
Hi
s
t
o
r
i
c
a
l
S
u
r
f
a
c
e
W
a
t
e
r
Mo
n
i
t
o
r
i
n
g
Da
t
a
(
S
T
-
2
)
Fo
r
m
e
r
Y
o
r
k
R
o
a
d
L
a
n
d
f
i
l
l
Ch
a
r
l
o
t
t
e
,
N
o
r
t
h
C
a
r
o
l
i
n
a
Ge
o
s
y
n
t
e
c
C
o
n
s
u
l
t
a
n
t
s
o
f
N
C
,
P
C
Pa
g
e
4
6
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
S
W
S
L
1,
1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
μ g /L
5
Me
t
h
y l E
t
h
y l
K
e
t
o
n
e
μ g /L
10
0
Ac
e
t
o
n
e
μ g /L
10
0
Ar
s
e
n
i
c
μ g /L
10
Ba
r
i
u
m
μ g /L
10
0
Ch
r
o
m
i
u
m
(II
I
+
V
I
)
μ g /L
10
ci
s
-
1
,
2
-
d
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
5
S p ec
i
f
i
c
C
o
n
d
u
c
t
a
n
c
e
μ S/
c
m
-
p HS
U -
Tr
i
c
h
l
o
r
o
e
t
h
e
n
e
μ g /L
1
Te
m
p
°C
-
Tu
r
b
i
d
i
t
y
NT
U
-
SW
S
L
-
S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
L
i
m
i
t
μ g /L
-
M
i
c
r
o
g ra
m
s
p er
l
i
t
e
r
μ S/
c
m
-
M
i
c
r
o
s
i
e
m
e
n
s
p er
c
e
n
t
i
m
e
t
e
r
SU
-
S
t
a
n
d
a
r
d
U
n
i
t
s
°C
-
D
e
g re
e
s
C
e
l
s
i
u
s
NT
U
-
N
e
p he
l
o
m
e
t
r
i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
i
t
u
e
n
t
w
a
s
e
i
t
h
e
r
n
o
t
s
a
m
p le
d
o
r
n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
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n
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s
No
t
e
s
:
1.
O
n
l
y c
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n
s
t
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t
u
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n
t
s
d
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c
t
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a
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M
a
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h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
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s
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x
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d
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i
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h
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r
N
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2
L
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S
W
S
L
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d
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p la
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d
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a
d
e
d
g ra
y .
3.
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l
a
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k
t
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d
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d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
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rd
s
w
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o
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n
e
d
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m
N
C
D
E
Q S
o
l
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d
W
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/
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/
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(
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)
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5
0
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Co
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t
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s
N
C
2
L
S
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L
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l
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μ g /L
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3
3
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-
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t
a
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μ S/
c
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--
12
4
.
2
1
1
6
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1
1
1
2
8
1
2
4
.
8
p HS
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7
6
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6
6
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6
6
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9
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7
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0
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8
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9
1
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3
Tu
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3
1
1
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2
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1
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5
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o
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C
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A
d
m
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n
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c
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c
T
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b
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d
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t
y U
n
i
t
s
No
t
e
s
:
1.
O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
h
a
t
t
h
e
c
o
n
s
t
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t
u
e
n
t
w
a
s
e
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t
h
e
r
n
o
t
s
a
m
p le
d
o
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n
o
t
d
e
t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
rd
s
w
e
r
e
o
b
t
a
i
n
e
d
f
r
o
m
N
C
D
E
Q S
o
l
i
d
W
a
s
t
e
Se
c
t
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o
n
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t
p s:
/
/
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q .n
c
.
g ov
/
a
b
o
u
t
/
d
i
v
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s
i
o
n
s
/
w
a
s
t
e
-
m
a
n
a
g em
e
n
t
/
w
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s
t
e
-
m
a
n
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n
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m
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d
-
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e
-
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t
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v
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t
a
l
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m
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o
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19
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6
.
Ap
p
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n
d
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x
E
-
2
6
Hi
s
t
o
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c
a
l
G
r
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d
w
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e
r
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o
r
i
n
g
D
a
t
a
(
Y
R
W
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1
0
C
)
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r
m
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r
Y
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k
R
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a
d
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n
d
f
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l
Ch
a
r
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t
e
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a
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o
s
y
n
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C
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s
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t
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n
t
s
o
f
N
C
,
P
C
Pa
g
e
4
9
o
f
5
0
May 2016
Sa
m
p le
D
a
t
e
3/1
8
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2
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0
8
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2
0
0
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4
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7
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0
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9
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0
9
3
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2
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9
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2
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0
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9
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1
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2
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1
1
3
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2
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2
0
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2
9
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2
5
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2
0
1
2
Co
n
s
t
i
t
u
e
n
t
Un
i
t
s
N
C
2
L
S
W
S
L
1,
1
-
d
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c
h
l
o
r
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t
h
a
n
e
μ g /L
65
0.5
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-
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.
6
8
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-
0
.
5
6
J
-
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0
.
4
7
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e
t
o
n
e
μ g /L
6 ,00
0
1
0
0
1
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0
6
0
0
-
1
7
J
1 ,00
0
50
-
5
7
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-
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s
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n
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c
μ g /L
10
1
0
8.1
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4
.
8
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-
-
9
.
7
J
2
.
8
-
6
.
0
-
-
-
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Ba
r
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u
m
μ g /L
70
0
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0
0
4
4
0
4
2
0
4
1
0
4
7
0
4
3
0
4
0
0
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4
5
0
4
4
6
4
6
6
3
8
8
4
2
5
Ca
d
m
i
u
m
μ g /L
21
-
-
0
.
2
J
1.
3
-
-
-
-
-
-
Ca
r
b
o
n
d
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d
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μ g /L
70
0
1
0
0
-
-
-
-
-
-
-
-
-
-
Ch
l
o
r
i
d
e
μ g /L
25
0
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0
-
-
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4
6
,
0
0
0
-
-
-
-
-
-
-
Ch
l
o
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e
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μ g /L
50
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0.
5
5
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0
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6
1
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0
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6
5
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0
.
7
6
J
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Ch
r
o
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m
(II
I
+
V
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)
μ g /L
10
1
0
-
-
-
-
-
6.
2
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--
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μ g /L
20
1
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Te
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(m &
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NC
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l
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t
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i
c
T
u
r
b
i
d
i
t
y U
n
i
t
s
No
t
e
s
:
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O
n
l
y c
o
n
s
t
i
t
u
e
n
t
s
d
e
t
e
c
t
e
d
i
n
o
n
e
o
r
m
o
r
e
s
a
m
p le
s
s
i
n
c
e
M
a
r
c
h
2
0
0
8
s
h
o
w
n
.
2.
V
a
l
u
e
s
e
x
c
e
e
d
i
n
g e
i
t
h
e
r
N
C
2
L
o
r
S
W
S
L
a
r
e
d
i
s
p la
y ed
i
n
b
o
l
d
a
n
d
s
h
a
d
e
d
g ra
y .
3.
B
l
a
n
k
t
a
b
l
e
e
n
t
r
i
e
s
i
n
d
i
c
a
t
e
t
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a
t
t
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c
o
n
s
t
i
t
u
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n
t
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t
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e
r
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t
s
a
m
p le
d
o
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n
o
t
d
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t
e
c
t
e
d
.
4.
N
C
2
L
a
n
d
S
W
S
L
s
t
a
n
d
a
r
d
s
w
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r
e
o
b
t
a
i
n
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d
f
r
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m
N
C
D
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o
l
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d
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2
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-
-
-
-
-
-
-
-
-
-
-
APPENDIX F
Landfill Gas Monitoring Data (November 2015
through April 2016)
Appendix F
Landfill Gas Monitoring Data (November 2015 through April 2016)
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 1 of 5 May 2016
Date/Time Location ID CH4 CO2 O2 Balance Comments
11/30/15 16:01 NE Boundary Offsite JC School Atrium 0.0% 0.2% 20.7% 79.0%11/30/15 16:04 NE Boundary Offsite BP-5 0.0%1.9% 18.5%79.5%11/30/15 16:08 NE Boundary Offsite S-5 0.0%10.8% 8.0%81.7%11/30/15 16:13 NE Boundary Offsite BP-6 0.0%8.0% 10.2%81.9%11/30/15 16:16 NE Boundary Offsite BP-7 0.0%3.0%19.6% 77.7%11/30/15 16:40 NE Boundary Offsite S-6 0.0% 1.1% 20.4% 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%14.2% 1.1%80.5%1/4/16 15:36 NE Boundary Offsite BP-6 0.0%4.9% 18.9%76.0%
1/4/16 15:39 NE Boundary Offsite BP-7 0.0% 0.5% 20.6% 78.7%1/4/16 15:40 NE Boundary Offsite S-6 0.0% 0.1% 21.0% 78.9%1/4/16 16:04 NE Boundary Offsite JC School Atrium 0.0% 0.1% 21.4% 78.4%
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 NE Boundary Offsite S-3 0.1%7.5% 10.0%82.4%
1/4/16 16:17 NE Boundary Offsite S-4 0.0% 0.1% 21.3% 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% 0.2% 22.0% 77.9%1/20/16 8:50 Baseball Field Light Poles BLP-02 0.0% 0.3% 21.9% 77.9%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 Rightfield SD-20 0.0% 0.3% 21.9% 77.9%1/20/16 9:13 Baseball Field Light Poles BLP-11 0.0%4.5%19.5% 76.1%1/20/16 9:15 Baseball Field Light Poles BLP-12 0.0% 0.1% 20.4% 79.5%
1/20/16 9:17 Baseball Fields Parking Lot SD-05 0.0% 0.4% 20.3% 79.4%1/20/16 9:20 Baseball Fields Parking 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% 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% 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% 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 Rightfield 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 0.0% 0.3% 22.0% 77.8%1/20/16 12:33 Soccer Light Poles SLP-10 0.0% 0.4% 22.0% 77.7%
Appendix F
Landfill Gas Monitoring Data (November 2015 through April 2016)
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 2 of 5 May 2016
Date/Time Location ID CH4 CO2 O2 Balance Comments
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%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 NE Boundary Passive MP-14 0.0%2.2% 18.0%79.7%1/20/16 14:48 NE Boundary Passive MP-15 0.0% 1.2% 20.6% 78.3%1/20/16 15:00 NE Boundary Passive MP-16 4.4%14.8% 1.0%79.4%
1/20/16 15:10 NE Boundary Active NE System 0.3% 1.1% 20.1% 78.1%taken from inlet port on PVC header, -15.2 in H2O
1/20/16 15:13 NE Boundary Active NE System 0.5% 1.1% 20.1% 78.3%taken from inlet port on blower, -31.3 in H2O, 47706.1 hours 1/20/16 15:16 NE Boundary Passive NEB-PZ-3 0.2% 0.6% 20.8% 78.4%
1/20/16 15:23 NE Boundary Passive NEB-PZ-2 38.8% 28.3% 5.1%27.4%1/20/16 15:30 NE Boundary Passive EW-3 58.7% 38.6% 0.5%2.3%1/20/16 15:35 NE Boundary Passive EW-2 59.3% 37.1% 0.0%3.9%
1/20/16 15:44 NE Boundary Passive EW-1 61.5% 37.4% 0.0%3.7%1/20/16 16:05 NE Boundary Passive NEB-PZ-1 1.8%5.4% 15.0%77.8%1/20/16 16:09 NE Boundary Offsite JC School Atrium 0.0% 0.4% 21.2% 78.5%1/20/16 16:13 NE Boundary Offsite BP-5 0.1% 0.0% 21.7% 78.3%1/20/16 16:16 NE Boundary Offsite S-5 1.1%5.9% 10.6%81.8%1/20/16 16:19 NE Boundary Offsite BP-6 0.1%3.1% 13.8%83.0%1/20/16 16:21 NE Boundary Offsite BP-7 0.0%1.8%20.0% 78.3%1/20/16 16:25 NE Boundary Offsite S-6 0.0% 0.7% 21.2% 78.2%1/20/16 16:48 NE Boundary Offsite S-1 0.0%3.1% 15.9%81.1%1/20/16 16:51 NE Boundary Offsite S-2 0.0% 1.1%19.0%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%1.7%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%19.1%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%3.1%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% 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 Tyvola 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% 78.7%1/21/16 10:24 Maintenance Building BP-9 0.0%2.6% 17.9%79.6%1/21/16 11:02 Tyvola Rd SD-39 0.0% 0.3% 21.3% 78.5%1/21/16 11:20 Leatherman Golf (Offsite)P-1 0.1%12.6% 4.4%82.6%1/21/16 11:25 Leatherman Golf (Offsite)P-2 0.0%8.2% 10.7%80.9%
1/21/16 11:32 Leatherman Golf (Offsite)P-3 0.1%5.3% 8.0%86.5%1/21/16 11:37 Leatherman Golf (Offsite)P-4 2.8%10.5% 2.0%84.1%1/21/16 11:48 Leatherman Golf (Offsite)LGFD-02 0.0% 0.3% 21.9% 77.9%
1/21/16 11:53 Leatherman Golf (Offsite)LGFD-01 0.1%2.7% 19.2%79.5%1/21/16 12:00 NE Boundary Passive MP-17 0.0% 1.1% 19.7% 79.0%1/21/16 12:05 NE Boundary Passive MP-20 33.3% 22.8% 5.9%37.9%
1/21/16 12:10 NE Boundary Passive MP-31 55.8% 40.6% 1.2%2.4%1/21/16 12:12 NE Boundary Passive MP-32 23.2% 15.2% 7.5%53.5%1/21/16 12:20 NE Boundary Active SU-00 0.0% 0.3% 20.5% 79.2%
1/21/16 12:23 NE Boundary Active SU-01 0.2% 0.1% 19.8% 80.0%Valve closed, -0.03 in H2O, 0 scfm, 0 Btu
1/21/16 12:26 NE Boundary Active SU-10 0.0% 0.2% 20.3% 79.4%Valve closed, -0.09 in H2O, 0 scfm, 0 Btu1/21/16 12:29 NE Boundary Active SU-11 0.0% 0.6% 20.0% 79.5%Valve closed, -0.04 in H2O, 0 scfm, 0 Btu
1/21/16 12:32 NE Boundary Active SU-02 0.5%1.4% 18.7%81.0%Valve open, -2.8 in H2O, 64 scfm, 9 Btu
1/21/16 12:35 NE Boundary Active SU-03R 0.0% 0.0% 21.1% 78.7%Valve closed, -0.02 in H2O, 0 scfm, 0 Btu1/21/16 12:38 NE Boundary Active SU-05 0.0% 0.8% 20.4% 78.9%Valve open, -5.7 in H2O, 90 scfm, 17 Btu
1/21/16 12:42 NE Boundary Passive GP-4D 32.6% 17.5% 8.4%41.5%1/21/16 12:44 NE Boundary Passive GP-4S 48.9% 30.0% 2.4%19.0%1/21/16 12:46 NE Boundary Active SU-06 0.8% 0.4%17.1%82.3%Valve open, -9.2 in H2O, 122 scfm, 24 Btu1/21/16 12:48 NE Boundary Active SU-07 0.2% 0.4%18.2%80.6%Valve open, -8.2 in H2O, 99 scfm, 19 Btu
1/21/16 12:51 NE Boundary Active SU-08 0.3%2.0%19.6% 79.1%Valve open, -3.8 in H2O, 83 scfm, 16 Btu1/21/16 12:53 NE Boundary Active SU-09 0.1% 1.2% 20.3% 78.5%Valve open, -8.6 in H2O, 115 scfm, 22 Btu1/21/16 12:56 NE Boundary Passive VMP-3 50.4% 23.9% 2.5%23.8%1/21/16 12:58 NE Boundary Passive VMP-2 5.0% 5.0% 18.6%71.2%1/21/16 13:00 NE Boundary Passive VMP-1 55.8% 36.8% 1.2%6.3%
Appendix F
Landfill Gas Monitoring Data (November 2015 through April 2016)
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 3 of 5 May 2016
Date/Time Location ID CH4 CO2 O2 Balance Comments
1/21/16 13:10 South Tryon St (HWY 49)SD-33 0.0% 0.3% 21.5% 78.3%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%16.0%83.9%1/21/16 13:32 HWY 49 Boundary 29 0.1%2.4% 7.8%89.7%1/21/16 13:37 South Tryon St (HWY 49)SD-36 0.0% 0.3% 21.3% 78.5%1/21/16 13:41 HWY 49 Boundary 28 0.1%2.3% 13.0%84.4%1/21/16 13:46 HWY 49 Boundary 27 22.2% 12.1% 2.0%62.0%1/21/16 13:50 HWY 49 Boundary RW-B 38.8% 10.4% 11.0%42.7%1/21/16 13:53 HWY 49 Boundary RW-C 23.6% 11.7% 3.6%61.8%
1/21/16 13:56 HWY 49 Boundary RW-D 0.0%1.6%22.0% 76.5%1/21/16 14:02 HWY 49 Boundary 25 0.0% 0.0%19.1%81.0%1/21/16 14:08 HWY 49 Boundary 24 61.9% 24.7% 10.1%3.6%
1/21/16 14:12 HWY 49 Boundary 23 0.2%5.2% 6.0%88.7%1/21/16 14:17 HWY 49 Boundary 22 66.7% 25.3% 4.9%3.6%1/21/16 14:26 HWY 49 Boundary 21 70.3% 22.6% 3.3%3.6%
1/21/16 14:35 HWY 49 Boundary 11 32.5% 26.5% 7.7%32.8%1/21/16 14:42 HWY 49 Boundary 10 44.0% 31.8% 5.3%18.5%1/21/16 14:52 HWY 49 Boundary 02 0.1%11.3% 9.7%78.8%
1/21/16 14:56 HWY 49 Boundary 03 0.0%6.2% 12.9%80.6%1/21/16 15:05 HWY 49 Boundary 04 0.1%7.4% 12.0%80.4%1/21/16 15:10 HWY 49 Boundary 05 0.1%6.4% 13.1%80.1%
1/21/16 15:14 HWY 49 Boundary 06 0.1%10.6% 8.1%80.8%1/21/16 15:24 HWY 49 Boundary 07 1.7%12.7% 6.3%78.1%1/21/16 15:36 South Tryon St (HWY 49)SD-37 0.0% 0.4% 21.4% 78.3%
1/21/16 15:42 South Tryon St (HWY 49)SD-38 0.0% 0.3% 21.4% 78.4%2/22/16 15:59 NE Boundary Offsite JC School Atrium 0.0% 0.1% 21.6% 78.1%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%3.6%20.2% 76.2%2/22/16 16:09 NE Boundary Offsite BP-7 0.0% 0.4% 20.7% 78.9%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 15:47 NE Boundary Offsite JC School Atrium 0.0% 0.7% 19.8% 79.4%
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%2.3% 16.0%81.7%3/29/16 16:25 NE Boundary Offsite BP-7 0.0% 0.7%19.3%79.9%
3/29/16 16:28 NE Boundary Offsite BP-6 0.0%4.7% 13.7%81.5%3/29/16 16:30 NE Boundary Offsite S-5 0.4%8.9% 8.9%81.7%3/29/16 16:33 NE Boundary Offsite BP-5 0.0%1.4% 19.1%79.5%
3/29/16 16:41 NE Boundary Offsite BP-8 0.0% 0.5%19.1%80.3%3/29/16 16:44 NE Boundary Offsite S-4 0.0% 0.8% 19.5% 79.5%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%3.6% 14.2%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 Rightfield 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 Rightfield 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%1.7%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%
Appendix F
Landfill Gas Monitoring Data (November 2015 through April 2016)
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 4 of 5 May 2016
Date/Time Location ID CH4 CO2 O2 Balance Comments
4/20/16 10:58 Baseball Field Light Poles BLP-24 0.0% 0.0% 21.0% 78.9%4/20/16 11:01 Baseball Field Light Poles BLP-25 0.0% 0.0% 20.9% 79.0%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% 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%4/20/16 12:23 Soccer Fields 3/4 SD-43 0.0% 0.0% 21.1% 78.8%4/20/16 12:25 Soccer Fields 3/4 SD-42 0.0% 0.0% 21.1% 78.8%
4/20/16 12:27 Soccer Fields 3/4 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% 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 Parking 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%
4/20/16 15:20 NE Boundary Passive MP-14 0.0%1.4% 18.7%79.8%4/20/16 15:25 NE Boundary Passive MP-15 0.0%1.6% 18.3%80.0%4/20/16 15:30 NE Boundary Passive MP-16 3.9%8.7% 7.1%80.2%
4/20/16 15:35 NE Boundary Passive MP-17 0.0% 0.4% 19.7% 79.8%4/20/16 15:43 NE Boundary Active SU-03R 0.0% 0.4% 21.1% 78.4%Valve closed4/20/16 15:51 NE Boundary Passive MP-20 28.9% 19.6% 8.7%41.3%0.00 in H2O
4/20/16 15:58 NE Boundary Offsite JC School Atrium 0.0% 0.0% 20.6% 79.4%4/20/16 16:03 NE Boundary Offsite BP-5 0.0% 0.9% 19.7% 79.3%4/20/16 16:06 NE Boundary Offsite S-5 0.0%5.9% 11.0%82.9%4/20/16 16:08 NE Boundary Offsite BP-6 0.0%7.0% 9.8%83.1%4/20/16 16:10 NE Boundary Offsite BP-7 0.0%2.0%19.8% 78.3%4/20/16 16:12 NE Boundary Offsite S-6 0.0%3.2% 15.3%81.4%4/20/16 16:15 NE Boundary Offsite S-7 0.0%9.9% 7.3%82.6%4/20/16 16:25 NE Boundary Offsite S-1 0.0%2.5%20.4% 77.1%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%1.4%19.6% 78.9%
4/20/16 16:47 NE Boundary Offsite BP-3 0.0%1.5%19.5% 78.9%4/20/16 17:06 NE Boundary Active SU-05 0.0% 0.4% 21.1% 78.4%Valve open, -3.5 in H2O, 53 scfm, 0 Btu4/20/16 17:22 NE Boundary Active SU-06 2.3%5.0% 15.9%76.9%Valve open, -3.4 in H2O, 103 scfm, 141 Btu
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 1.3%4.5% 16.0%78.2%Valve open, -3.0 in H2O, 55 scfm, 36 Btu4/20/16 17:58 NE Boundary Passive EW-3 55.8% 39.1% 5.0%0.0%0.00 in H2O
4/20/16 18:05 NE Boundary Passive EW-2 54.7% 40.3% 1.7%2.1%0.00 in H2O
4/20/16 18:10 NE Boundary Passive EW-1 56.7% 39.5% 0.4%3.1%0.00 in H2O4/20/16 18:15 NE Boundary Passive MP-31 55.7% 41.6% 0.2%2.2%0.30 in H2O
4/20/16 18:25 NE Boundary Active SU-02 0.9%5.0% 18.5%75.6%Valve open, -2.2 in H2O, 44 scfm, 24 Btu
4/20/16 18:34 NE Boundary Passive NEB-PZ-2 49.6% 37.9% 1.3%11.4%4/20/16 18:37 NE Boundary Passive VMP-1 50.8% 35.8% 0.8%12.1%0.22 in H2O
4/20/16 18:41 NE Boundary Passive VMP-2 40.6% 28.1% 4.6%27.0%0.20 in H2O
4/20/16 18:45 NE Boundary Passive VMP-3 45.1% 33.0% 3.4%18.1%0.09 in H2O4/20/16 18:54 NE Boundary Active NE System 0.6% 0.9% 20.4% 78.2%taken from inlet port on blower, -0.99 psi, 49870.5 hours4/20/16 18:57 NE Boundary Active NE System 0.6% 0.9% 20.3% 78.1%taken from inlet port on PVC header, -0.42 psi
4/20/16 19:00 NE Boundary Active SU-00 0.0%2.1% 18.1%79.7%4/20/16 19:04 NE Boundary Active SU-11 0.0% 0.0% 20.0% 80.0%Valve closed4/20/16 19:15 NE Boundary Active SU-01 0.0% 0.0% 20.2% 79.5%Valve closed
4/20/16 19:23 NE Boundary Passive NEB-PZ-3 0.0% 0.5% 21.0% 78.5%4/20/16 19:29 NE Boundary Active SU-10 0.0% 0.0% 20.2% 79.5%Valve closed
Appendix F
Landfill Gas Monitoring Data (November 2015 through April 2016)
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 5 of 5 May 2016
Date/Time Location ID CH4 CO2 O2 Balance Comments
4/20/16 19:41 NE Boundary Active SU-09 0.5%1.5% 18.7%80.9%Valve open, -5.5 in H2O, 90 scfm, 17 Btu
4/20/16 19:47 NE Boundary Passive MP-32 23.8% 14.8% 7.3%53.5%4/20/16 19:52 NE Boundary Active SU-08 0.6% 1.3%18.7%81.0%Valve open, -4.2 in H2O, 83 scfm, 15 Btu4/21/16 9:40 Clubhouse Active SCV-1 0.0% 0.8% 20.5% 78.7%-0.13 in H2O
4/21/16 10:22 Clubhouse Active SCV-2 0.0% 0.1% 21.1% 78.7%-0.19 in H2O4/21/16 10:26 Clubhouse Active SCV-3 0.0% 0.1% 21.1% 78.7%-0.15 in H2O4/21/16 10:29 Clubhouse Active SCV-4 0.0% 0.1% 21.2% 78.7%-0.56 in H2O
4/21/16 10:31 Clubhouse Active SCV-5 0.0% 0.1% 21.1% 78.6%-0.77 in H2O4/21/16 10:34 Clubhouse Active SCV-6 0.0% 0.2% 21.1% 78.6%-0.96 in H2O4/21/16 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% 21.2% 78.7%4/21/16 10:48 Clubhouse Active SCV-7 0.0% 0.0% 21.0% 78.9%-1.15 in H2O4/21/16 10:53 Clubhouse Active CH System 0.0% 0.0% 20.9% 79.0%-22 in Hg, ~300 scfm
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%2.1% 17.4%80.4%4/21/16 11:45 Tyvola 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 (HWY 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%16.9%83.0%4/21/16 16:10 HWY 49 Boundary 29 0.0%2.3% 13.1%84.3%4/21/16 16:13 HWY 49 Boundary 28 0.0%2.4% 7.9%89.8%
4/21/16 16:16 HWY 49 Boundary 27 29.9% 6.1% 3.5%63.5%4/21/16 16:20 South Tryon St (HWY 49)SD-36 0.0% 0.0% 21.1% 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%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 2.7% 0.3%18.5%78.5%4/21/16 17:00 HWY 49 Boundary RW-B 24.8% 17.1% 0.9%60.0%
4/21/16 17:02 HWY 49 Boundary RW-C 16.9% 8.8% 19.3%55.1%4/21/16 17:04 HWY 49 Boundary RW-D 0.0% 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 70.4% 19.6% 6.2%3.6%4/21/16 17:10 HWY 49 Boundary 23 0.0%6.2% 12.9%80.6%4/21/16 17:12 HWY 49 Boundary 22 69.3% 25.1% 1.3%3.7%
4/21/16 17:14 HWY 49 Boundary 21 66.7%24.8% 1.1%5.5%4/21/16 17:18 South Tryon St (HWY 49)SD-38 0.0% 0.0% 21.0% 78.9%4/21/16 17:20 HWY 49 Boundary 11 46.8% 31.4% 2.0%19.5%
4/21/16 17:21 HWY 49 Boundary 10 38.7% 26.5% 2.0%32.7%4/21/16 17:24 HWY 49 Boundary 07 0.0%10.6% 8.2%80.9%4/21/16 17:28 HWY 49 Boundary 06 0.0%10.5% 8.2%80.9%
4/21/16 17:30 HWY 49 Boundary 05 0.0%6.8% 12.9%80.0%4/21/16 17:32 HWY 49 Boundary 04 0.0%7.2% 6.0%89.7%4/21/16 17:35 HWY 49 Boundary 03 0.0%6.3% 13.1%80.2%
4/21/16 17:38 HWY 49 Boundary 02 0.0%11.1% 7.1%79.8%4/21/16 17:45 Golf Course Parking Lot SD-31 0.0% 0.0% 20.9% 79.1%4/21/16 17:55 Tyvola Rd Tunnel 0.0% 0.0% 20.7% 79.3%
Notes:
CH4 detection below Lower Explosive Limit (LEL), e.g. < 5%
CH4GHWHFWLRQDWRUDERYH/(/HJ
CO2 detection above 1.3%
O2 detection below 19.5%
APPENDIX G
Historical Landfill Gas Data
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 1 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
1/17/12 9:22 Miscellaneous Ambient 0.0% 0.1%18.9%81.0%
1/17/12 9:27 NE Boundary Passive MP-17 0.3% 1.0%18.5%80.2%
1/17/12 9:39 NE Boundary Passive MP-20 11.3% 10.1% 14.6%64.0%
1/17/12 9:41 NE Boundary Passive MP-31 60.0% 40.0% 0.0%0.0%
1/17/12 9:47 NE Boundary Passive MP-32 59.0% 41.0% 0.0%0.0%
1/17/12 9:51 NE Boundary Passive MP-33 0.3%3.0% 18.6%78.1%
1/17/12 9:55 NE Boundary Passive MP-34 41.6% 27.9% 4.6%25.9%
1/17/12 9:59 NE Boundary Passive MP-35 0.2%2.0% 18.9%78.9%
1/17/12 10:42 NE Boundary Passive MP-15 0.0% 0.5%19.2%80.3%
1/17/12 10:50 NE Boundary Passive MP-14 0.0% 0.4%19.2%80.4%
1/17/12 10:58 NE Boundary Passive MP-16 0.0%4.9% 14.1%81.0%
1/17/12 11:23 Baseball Field Light Poles BLP-13 0.0% 0.8%19.0%80.2%
1/17/12 11:29 Baseball Field Light Poles BLP-12 0.0% 0.3%19.1%80.6%
1/17/12 11:32 Baseball Field Light Poles BLP-11 19.5% 16.0% 11.6%52.9%
1/17/12 11:41 Baseball Field Scoreboards BSB-5 0.0% 0.5%19.2%80.3%
1/17/12 11:46 Baseball Field Light Poles BLP-30 0.0% 0.2%19.2%80.6%
1/17/12 11:49 Baseball Field Light Poles BLP-29 0.0% 0.2%19.1%80.7%
1/17/12 11:52 Baseball Field Light Poles BLP-28 0.0% 0.1%19.0%80.9%
1/17/12 11:57 Baseball Field Light Poles BLP-27 0.0% 0.1%18.9%81.0%
1/17/12 12:03 Baseball Field Light Poles BLP-26 0.0% 0.1%19.0%80.9%
1/17/12 12:06 Baseball Field Scoreboards BSB-4 0.0% 0.1%18.9%81.0%
1/17/12 12:11 Baseball Field 4 Outfield SD-16 0.0% 0.1%18.8%81.1%
1/17/12 13:15 Baseball Field 4 Outfield SD-15 0.0% 0.1%18.8%81.1%
1/17/12 13:18 Baseball Field Light Poles BLP-25 0.0% 0.1%18.8%81.1%
1/17/12 13:30 Baseball Field Light Poles BLP-24 0.0% 0.1%18.6%81.3%
1/17/12 13:33 Baseball Field Light Poles BLP-23 0.0% 0.1%18.8%81.1%
1/17/12 13:37 Baseball Field Scoreboards BSB-3 0.0% 0.1%18.9%81.0%
1/17/12 13:40 Baseball Field Light Poles BLP-22 0.0% 0.1%18.9%81.0%
1/17/12 13:44 Baseball Field Light Poles BLP-21 0.0% 0.1%18.9%81.0%
1/17/12 13:47 Baseball Field Light Poles BLP-20 0.0% 0.1%18.8%81.1%
1/17/12 13:50 Baseball Field Light Poles BLP-19 0.0% 0.1%18.8%81.1%
1/17/12 13:54 Baseball Field Light Poles BLP-18 0.0% 0.1%18.9%81.0%
1/17/12 13:57 Baseball Field Scoreboards BSB-2 0.0% 0.1%19.0%80.9%
1/17/12 14:00 Baseball Fields Parking Lot SD-04 0.0% 0.1%18.8%81.1%
1/17/12 14:03 Baseball Fields Parking Lot SD-03 0.1% 0.1%18.8%81.0%
1/17/12 14:05 Baseball Fields Parking Lot SD-02 0.0% 0.1%19.0%80.9%
1/17/12 14:08 Baseball Fields Parking Lot SD-01 0.0% 0.1%18.9%81.0%
1/17/12 14:13 Baseball Field Light Poles BLP-17 0.0% 0.1%18.8%81.1%
1/17/12 14:18 Baseball Field Light Poles BLP-16 0.0% 0.1%19.0%80.9%
1/17/12 14:22 Baseball Field Light Poles BLP-15 0.0% 0.1%19.0%80.9%
1/17/12 14:27 Baseball Field Scoreboards BSB-1 0.0% 0.1%18.9%81.0%
1/17/12 14:31 Baseball Field Light Poles BLP-14 0.0% 0.1%19.1%80.8%
1/17/12 14:36 Baseball Fields Parking Lot SD-06 1.1% 0.6%18.6%79.7%
1/17/12 14:41 Baseball Fields Parking Lot SD-05 0.0% 0.2%19.0%80.8%
1/17/12 14:48 Soccer Light Poles SLP-03 0.0% 0.1%18.8%81.1%
1/17/12 14:55 Soccer Fields Parking Lot SD-07 0.0% 0.1%18.9%81.0%
1/17/12 15:10 Soccer Light Poles SLP-02 0.0% 0.1%18.9%81.0%
1/17/12 15:14 Soccer Light Poles SLP-01 0.0% 0.1%19.1%80.8%
1/17/12 15:19 Soccer Fields Parking Lot SD-08 0.0% 0.1%18.9%81.0%
1/17/12 15:27 Soccer Fields Parking Lot SD-09 0.0% 0.1%19.0%80.9%
1/17/12 15:34 Soccer Light Poles SLP-04 0.0% 0.1%19.0%80.9%
1/17/12 15:39 Soccer Field 1 SD-10 0.0% 0.1%19.0%80.9%
1/17/12 15:42 Soccer Light Poles SLP-05 0.0% 0.1%19.0%80.9%
1/17/12 15:45 Soccer Field 1 SD-11 0.0% 0.1%19.1%80.8%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 2 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
1/17/12 15:49 Soccer Light Poles SLP-06 0.0% 0.0%19.1%80.9%
1/17/12 15:54 Soccer Light Poles SLP-07 0.0% 0.0%19.1%80.9%
1/17/12 15:58 Soccer Light Poles SlP-10 0.0% 0.0%19.3%80.7%
1/17/12 16:08 Soccer Field 2 SD-12 0.0% 0.0%19.3%80.7%
1/17/12 16:12 Soccer Light Poles SLP-09 0.0% 0.0%19.2%80.8%
1/17/12 16:15 Soccer Field 2 SD-13 0.0% 0.0%19.1%80.9%
1/17/12 16:18 Soccer Light Poles SLP-08 0.0% 0.0%19.3%80.7%
1/17/12 17:22 NE Boundary Offsite BP-1 0.0%3.9% 15.4%80.7%
1/17/12 17:30 NE Boundary Offsite BP-2 0.0%7.5% 12.9%79.6%
1/18/12 9:48 Miscellaneous Ambient 0.0% 0.1%19.0%80.9%
1/18/12 10:04 NE Boundary Offsite BP-4 0.0% 0.8%19.2%80.0%
1/18/12 10:32 NE Boundary Offsite BP-6 0.0%2.3% 18.4%79.3%
1/18/12 10:41 NE Boundary Offsite BP-7 0.0%1.8% 16.4%81.8%
1/18/12 10:51 NE Boundary Offsite BP-8 0.0% 1.2%16.9%81.9%
1/18/12 11:22 HWY 49 Boundary 2 0.0% 0.3%18.6%81.1%
1/18/12 11:27 HWY 49 Boundary 3 0.0% 0.4%18.9%80.7%
1/18/12 11:31 HWY 49 Boundary 4 0.0% 1.2%18.5%80.3%
1/18/12 11:34 HWY 49 Boundary 5 0.0%3.0% 16.3%83.4%
1/18/12 11:38 HWY 49 Boundary 6 0.0%6.3% 12.8%80.9%
1/18/12 11:41 HWY 49 Boundary 7 0.0% 0.7% 19.8% 79.5%
1/18/12 12:06 HWY 49 Boundary 10 0.6%1.4% 19.4%78.6%
1/18/12 12:11 HWY 49 Boundary 11 0.9%2.1% 18.9%78.1%
1/18/12 12:24 HWY 49 Boundary 21 31.5% 6.1% 11.6%50.8%
1/18/12 12:33 HWY 49 Boundary 22 25.7% 10.4% 12.1%51.8%
1/18/12 12:42 HWY 49 Boundary 23 22.5% 7.4% 11.5%58.6%
1/18/12 12:48 HWY 49 Boundary 24 82.0% 15.4% 0.0%2.6%
1/18/12 12:56 HWY 49 Boundary 25 0.2% 0.7%18.7%80.4%
1/18/12 13:03 HWY 49 Boundary RW-D 64.8% 34.3% 0.0%0.9%
1/18/12 13:07 HWY 49 Boundary RW-C 62.4% 31.8% 0.0%5.8%
1/18/12 13:09 HWY 49 Boundary RW-B 71.1% 28.6% 0.0%0.3%
1/18/12 14:23 Clubhouse Passive CHFD-01 0.0% 0.5%18.8%80.7%
1/18/12 14:26 Clubhouse Passive CHFD-02 0.0% 0.2%18.8%81.0%
1/18/12 14:31 Leatherman Golf (Offsite) P-4 4.1%7.4% 4.7%83.8%
1/18/12 14:36 Leatherman Golf (Offsite) P-3 0.0% 0.8%18.5%80.7%
1/18/12 14:44 Leatherman Golf (Offsite) P-2 8.7%2.4%14.2%74.7%
1/18/12 14:54 Leatherman Golf (Offsite) P-1 0.0% 1.3%18.9%79.8%
1/18/12 15:23 HWY 49 Boundary 27 0.4% 0.7%19.2%79.7%
1/18/12 15:32 HWY 49 Boundary 28 0.0%5.6% 12.2%82.2%
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%18.6%80.7%
1/18/12 15:49 South Tryon St (HWY 49) SD-33 0.0% 0.2%19.1%80.7%
1/18/12 15:54 South Tryon St (HWY 49) SD-34 0.0% 0.1%19.0%80.9%
1/18/12 15:56 South Tryon St (HWY 49) SD-35 0.0% 0.1%18.7%81.2%
1/18/12 16:01 South Tryon St (HWY 49) SD-36 0.0% 0.1%18.2%81.7%
1/18/12 16:07 South Tryon St (HWY 49) SD-37 0.0% 0.1%18.1%81.8%
1/18/12 16:13 South Tryon St (HWY 49) SD-38 0.0% 0.1%18.1%81.8%
1/18/12 16:30 Tyvola Rd SD-39 0.0% 0.1%18.5%81.4%
1/18/12 17:00 NE Boundary Offsite S-7 0.0% 0.1%19.1%80.8%
1/18/12 17:08 NE Boundary Offsite S-6 0.0% 1.2%18.3%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% 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%1.6% 17.6%80.8%
1/18/12 17:30 NE Boundary Offsite S-2 0.0%7.6% 5.7%86.7%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 3 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
1/19/12 10:20 NE Boundary Offsite BP-3 0.0%5.3% 16.5%78.2%
1/19/12 10:28 NE Boundary Offsite BP-5 0.1%2.3% 18.3%79.4%
1/19/12 13:12 Baseball Field Light Poles BLP-07 0.0% 0.1%18.7%81.2%
1/19/12 13:15 Baseball Field Light Poles BLP-02 0.0% 0.1%18.7%81.2%
1/19/12 13:19 Baseball Field 1 Leftfield SD-17 0.0% 0.1%18.8%81.1%
1/19/12 13:22 Baseball Field 2 Bleachers SD-30 0.0% 0.1%18.7%81.2%
1/19/12 13:24 Baseball Field 2 Bleachers SD-29 0.0% 0.1%18.8%81.1%
1/19/12 13:27 Baseball Field 3 Bleachers SD-28 0.0% 0.1%18.9%81.0%
1/19/12 13:29 Baseball Field Light Poles BLP-03 0.0% 0.1%18.8%81.1%
1/19/12 13:32 Baseball Field Light Poles BLP-08 0.0% 0.1%18.9%81.0%
1/19/12 13:36 Baseball Field 1 Bleachers SD-18 0.0% 0.1%19.0%80.9%
1/19/12 13:39 Baseball Field 5 Bleachers SD-21 0.0% 0.1%19.2%80.7%
1/19/12 13:42 Baseball Field 1 Bleachers SD-19 0.0% 0.1%19.2%80.7%
1/19/12 13:45 Baseball Field Light Poles BLP-01 0.0% 0.1%19.3%80.6%
1/19/12 13:47 Baseball Field 1 Rightfield SD-20 0.0% 0.1%19.3%80.6%
1/19/12 13:50 Baseball Field Light Poles BLP-06 0.1% 0.2%19.1%80.6%
1/19/12 13:54 Baseball Field 5 Bleachers SD-22 0.1% 0.2%19.3%80.4%
1/19/12 13:57 Baseball Field Light Poles BLP-05 0.0% 0.1%19.3%80.6%
1/19/12 14:01 Baseball Field Light Poles BLP-10 0.0% 0.1%19.3%80.6%
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 Rightfield 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 Clubhouse Passive CHFD-03 0.0% 0.1%19.2%80.7%
1/19/12 15:53 Clubhouse Passive CHFD-05 0.0% 0.1%19.2%80.7%
1/19/12 15:55 Clubhouse Passive CHFD-02 0.0% 0.1%19.3%80.6%
1/19/12 15:58 Clubhouse Passive CHFD-04 0.0% 0.1%19.4%80.5%
1/19/12 16:08 Clubhouse Active SCV-7 0.1% 0.1%19.2%80.6%
1/19/12 16:13 Clubhouse Active SCV-6 0.5% 0.4%19.0%80.1%
1/19/12 16:16 Clubhouse Active SCV-5 0.5% 0.8%18.8%79.9%
1/19/12 16:18 Clubhouse Active SCV-4 0.9% 1.2%18.8%79.1%
1/19/12 16:21 Clubhouse Active SCV-3 0.1% 0.7%19.0%80.2%
1/19/12 16:25 Clubhouse Active SCV-2 0.1% 0.4%19.4%80.1%
1/19/12 16:29 Clubhouse Active SCV-1 0.9%1.7% 18.3%79.1%
1/19/12 16:35 Golf Course Parking Lot SD-31 0.0% 0.3% 19.5% 80.2%
1/19/12 16:38 Miscellaneous Ambient 0.0% 0.2% 19.6% 80.2%
1/19/12 16:55 Leatherman Golf (Offsite) P-5 0.0% 0.5%19.1%80.4%
1/20/12 9:20 Miscellaneous Ambient 0.0% 0.1%19.0%80.9%
1/20/12 9:33 Clubhouse Passive CHFD-01 0.0% 0.1%19.3%80.6%
1/20/12 9:52 Maintenance Building BP-9 0.0%2.0% 17.5%80.5%
1/20/12 10:00 Maintenance Building SD-32 0.0% 0.4% 19.6% 80.0%
1/20/12 10:38 Tyvola Rd Tunnel 0.0% 0.2% 19.6% 80.2%
1/20/12 11:36 NE Boundary Active NE System 1.0%2.2% 18.1%78.7%
4/20/12 8:34 Miscellaneous Ambient 0.0% 0.1%18.4%81.5%
4/20/12 8:38 Soccer Light Poles SLP-03 0.1% 0.3%18.4%81.2%
4/20/12 8:40 Soccer Light Poles SLP-02 0.0% 0.1%18.4%81.5%
4/20/12 8:43 Soccer Light Poles SLP-01 0.0% 0.1%18.5%81.4%
4/20/12 8:50 Soccer Light Poles SLP-04 0.0% 0.1%18.4%81.5%
4/20/12 8:53 Soccer Field 1 SD-10 0.0% 0.1%18.5%81.4%
4/20/12 8:58 Soccer Light Poles SLP-05 0.0% 0.1%18.5%81.4%
4/20/12 9:01 Soccer Field 1 SD-11 0.0% 0.1%18.5%81.4%
4/20/12 9:04 Soccer Light Poles SLP-06 0.0% 0.1%18.5%81.4%
4/20/12 9:10 Soccer Light Poles SLP-08 0.0% 0.1%18.5%81.4%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 4 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
4/20/12 9:13 Soccer Light Poles SLP-09 0.0% 0.0%18.6%81.4%
4/20/12 9:21 Soccer Field 2 SD-12 0.0% 0.0%18.7%81.3%
4/20/12 9:24 Soccer Light Poles SLP-10 0.0% 0.0%18.7%81.3%
4/20/12 9:27 Soccer Field 2 SD-13 0.0% 0.0%18.6%81.4%
4/20/12 9:33 Baseball Field Light Poles BLP-24 0.0% 0.0%18.7%81.3%
4/20/12 9:36 Baseball Field Light Poles BLP-23 0.0% 0.0%18.6%81.4%
4/20/12 9:39 Baseball Field Scoreboards BSB-3 0.0% 0.0%18.6%81.4%
4/20/12 9:43 Baseball Field Light Poles BLP-22 0.0% 0.0%18.6%81.4%
4/20/12 9:46 Baseball Field Light Poles BLP-21 0.0% 0.0%18.6%81.4%
4/20/12 9:52 Baseball Field Light Poles BLP-25 0.0% 0.0%18.7%81.3%
4/20/12 9:55 Baseball Field Light Poles BLP-26 0.0% 0.0%18.7%81.3%
4/20/12 9:58 Baseball Field Scoreboards BSB-4 0.0% 0.0%18.7%81.3%
4/20/12 10:01 Baseball Field 4 Outfield SD-16 0.0% 0.0%18.7%81.3%
4/20/12 10:05 Soccer Light Poles SLP-07 0.0% 0.0%18.7%81.3%
4/20/12 10:09 Baseball Field Light Poles BLP-27 2.0%1.8% 17.6%78.6%
4/20/12 10:18 Baseball Field Light Poles BLP-28 0.0% 0.1%18.8%81.1%
4/20/12 10:26 Baseball Field Light Poles BLP-29 0.0% 0.0%18.7%81.3%
4/20/12 13:15 Baseball Field Light Poles BLP-30 0.0% 0.1%18.5%81.4%
4/20/12 13:19 Baseball Field Scoreboards BSB-5 0.0% 0.1%18.4%81.5%
4/20/12 13:24 Baseball Field Light Poles BLP-11 6.4% 6.0% 15.5%72.1%
4/20/12 13:31 Baseball Fields Parking Lot SD-06 0.4% 0.4%17.9%81.3%
4/20/12 13:34 Baseball Fields Parking Lot SD-05 0.5% 0.4%17.9%81.2%
4/20/12 13:45 Baseball Fields Parking Lot SD-04 0.0% 0.1%17.6%82.3%
4/20/12 13:49 Baseball Fields Parking Lot SD-03 0.0% 0.0%18.0%82.0%
4/20/12 13:52 Baseball Fields Parking Lot SD-02 0.0% 0.0%18.1%81.9%
4/20/12 13:54 Baseball Fields Parking Lot SD-01 0.0% 0.0%18.2%81.8%
4/20/12 14:08 NE Boundary Passive MP-14 0.0% 0.2%18.3%81.5%
4/20/12 14:16 NE Boundary Passive MP-15 0.0% 0.3%18.4%81.3%
4/20/12 14:24 NE Boundary Passive MP-16 0.0%3.0% 15.4%81.6%
4/20/12 14:29 NE Boundary Passive MP-17 3.2%3.7% 16.8%76.3%
4/20/12 14:36 NE Boundary Passive MP-20 4.3%5.9% 16.0%73.8%
4/20/12 14:41 NE Boundary Passive MP-31 54.6% 39.5% 0.0%5.9%
4/20/12 14:45 NE Boundary Passive MP-32 54.2% 39.3% 0.0%6.5%
4/20/12 14:49 NE Boundary Passive MP-33 0.1% 1.0%18.5%80.4%
4/20/12 14:53 NE Boundary Passive MP-34 38.7% 28.9% 1.5%30.9%
4/20/12 14:57 NE Boundary Passive MP-35 0.0% 0.6%18.7%80.7%
4/20/12 15:09 NE Boundary Offsite S-2 0.0%6.5% 6.2%87.3%
4/20/12 15:14 NE Boundary Offsite S-1 0.0%1.6% 16.2%82.2%
4/20/12 15:20 NE Boundary Offsite BP-8 0.0% 0.9%16.2%82.9%
4/20/12 15:29 NE Boundary Offsite S-4 0.0%5.3% 11.7%83.0%
4/20/12 15:38 NE Boundary Offsite BP-7 0.0%1.9% 16.4%81.7%
4/20/12 15:45 NE Boundary Offsite BP-6 3.8%17.1% 0.0%79.1%
4/20/12 15:50 NE Boundary Offsite S-5 1.0%6.3% 11.0%81.7%
4/20/12 16:10 NE Boundary Offsite BP-5 0.0%2.8% 16.0%81.2%
4/23/12 9:18 Miscellaneous Ambient 0.0% 0.2% 20.9% 79.0%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 5 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
4/23/12 10:11 Clubhouse Active SCV-3 0.0% 0.5% 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%
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 Rightfield 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% 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 Rightfield 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% 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%2.2%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% 21.4% 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%3.0% 17.6%79.3%
4/23/12 14:12 Maintenance Building SD-32 0.0% 0.4% 20.8% 78.7%
4/23/12 14:16 Tyvola 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% 20.7% 78.7%
4/23/12 14:40 HWY 49 Boundary 5 0.0% 0.3% 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 11.0% 5.0% 18.0%68.0%
4/23/12 15:05 HWY 49 Boundary 11 3.9%4.0%19.5% 74.4%
4/23/12 15:15 HWY 49 Boundary 10 1.9%2.7%20.1% 75.3%
4/23/12 15:20 HWY 49 Boundary 21 20.0% 7.4% 15.0%58.3%
4/23/12 15:25 HWY 49 Boundary 24 15.0% 6.0% 16.4%63.8%
4/23/12 15:27 HWY 49 Boundary 23 12.3% 5.1% 17.1%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%6.1% 13.0%81.1%
4/23/12 15:40 HWY 49 Boundary 30 0.0% 1.3% 20.4% 78.4%
4/23/12 15:42 HWY 49 Boundary 29 0.0%5.1% 13.5%81.3%
4/23/12 15:51 South Tryon St (HWY 49) SD-36 0.0% 0.5% 21.1% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 6 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Leatherman Golf (Offsite) P-3 0.0% 0.7% 20.4% 78.8%
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 Boundary RW-D 55.2% 31.6% 0.0%13.0%
4/24/12 9:27 HWY 49 Boundary RW-C 19.2% 22.3% 0.1%58.1%
4/24/12 9:30 HWY 49 Boundary RW-B 63.7% 24.3% 0.6%11.4%
4/24/12 9:44 Tyvola Rd Tunnel 0.2% 0.9% 20.7% 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 NE Boundary Offsite S-7 11.7% 14.6% 0.0%73.3%
4/24/12 11:38 NE Boundary Offsite BP-1 0.0%2.4% 19.1%78.7%
4/24/12 11:41 NE Boundary Offsite BP-2 0.0% 1.1% 19.9% 78.9%
4/24/12 11:44 NE Boundary Offsite BP-3 0.0%5.6% 15.5%78.7%
4/24/12 12:05 NE Boundary Offsite BP-4 0.0%2.0% 19.4%78.5%
7/30/12 8:10 Soccer Fields Parking Lot SD-08 0.0% 0.0% 20.6% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 7 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 0.0% 20.3% 79.5%
7/30/12 9:48 Baseball Field 2 Bleachers SD-30 0.0% 0.0% 20.3% 79.7%
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 Rightfield 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% 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 Rightfield 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% 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% 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%2.1% 18.7%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 0.0% 0.0% 20.2% 79.7%
7/30/12 13:37 HWY 49 Boundary 27 0.4% 0.6%19.4%79.6%
7/30/12 13:40 HWY 49 Boundary RW-B 7.0% 20.5% 1.0%71.7%
7/30/12 13:42 HWY 49 Boundary RW-C 0.0% 0.2%17.4%79.3%
7/30/12 14:15 Golf Course Parking Lot SD-31 0.0% 0.0% 20.6% 79.4%
7/30/12 14:21 Clubhouse Passive CHFD-04 0.0% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 8 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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 Clubhouse Active SCV-5 0.0% 0.0% 20.5% 79.5%
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% 20.6% 79.4%
7/31/12 8:53 NE Boundary Passive MP-32 57.9% 41.9% 0.1%0.0%
7/31/12 8:58 NE Boundary Passive MP-20 4.2%2.2% 19.3%76.0%
7/31/12 9:02 NE Boundary Passive MP-31 58.7% 40.7% 0.0%0.4%
7/31/12 9:09 NE Boundary Offsite S-1 0.0% 0.1% 20.1% 79.6%
7/31/12 9:16 NE Boundary Offsite BP-8 0.0%2.5% 18.0%79.5%
7/31/12 9:20 NE Boundary Offsite S-4 0.0% 0.1% 20.2% 79.5%
7/31/12 9:32 NE Boundary Offsite BP-1 0.0%14.7% 6.7%78.5%
7/31/12 9:53 NE Boundary Offsite S-7 0.0% 0.2% 19.8% 79.8%
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%2.6% 18.1%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% 20.2% 79.7%
7/31/12 14:24 Leatherman Golf (Offsite) P-1 0.0%2.4% 18.9%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%1.7% 18.3%79.7%
7/31/12 14:42 Clubhouse Passive CHFD-01 0.1% 0.0% 20.2% 79.6%
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 Boundary RW-D 41.5% 30.1% 0.9%27.6%
7/31/12 15:04 HWY 49 Boundary RW-C 54.2% 34.5% 0.4%10.4%
7/31/12 15:06 HWY 49 Boundary 12 0.0% 0.1% 20.4% 79.5%
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 15.1% 5.8% 15.4%69.5%
7/31/12 15:20 HWY 49 Boundary 21 23.4% 46.0% 17.0%67.5%
7/31/12 15:32 HWY 49 Boundary 11 0.0% 0.4% 20.2% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 9 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 0.1% 20.5% 79.3%
7/31/12 16:30 Tyvola Rd SD-39 0.0% 0.0% 20.7% 79.3%
8/2/12 0:00 Maintenance Building BP-9 0.0%6.4% 11.4%82.2%
8/2/12 0:00 Leatherman Golf (Offsite) P-5 0.0% 0.8%19.3%80.5%
8/2/12 10:57 NE Boundary Offsite S-3 0.0% 0.0% 20.3% 79.6%
8/2/12 11:17 NE Boundary Offsite BP-2 0.0%1.8% 19.0%79.1%
8/2/12 11:30 NE Boundary Offsite BP-3 0.0% 1.0%19.0%79.1%
8/2/12 11:40 NE Boundary Offsite BP-4 0.0%2.4% 18.3%79.1%
8/2/12 11:44 NE Boundary Offsite BP-6 0.0%7.3% 13.2%79.4%
8/2/12 12:09 NE Boundary Active NE System 0.0% 0.0% 20.1% 79.9%
8/2/12 12:32 Clubhouse Active CH System 0.1% 0.0% 20.2% 79.9%
8/2/12 12:37 Tyvola 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 Rightfield 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 10 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Rightfield SD-20 0.1% 0.0% 20.9% 78.9%
10/25/12 10:03 Baseball Field Light Poles BLP-07 0.1% 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 Baseball Field Light Poles BLP-02 0.0% 0.0% 20.9% 78.9%
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%
10/25/12 10:19 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% 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%
10/25/12 11:04 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%
10/25/12 11:38 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% 79.1%
10/25/12 11:57 NE Boundary Active SU-09 0.0%
10/25/12 12:10 NE Boundary Active NE System 0.0% 0.0% 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 57.1% 41.9% 0.0%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 57.4% 42.2% 0.2%0.0%
10/25/12 12:30 NE Boundary Passive MP-20 15.7% 10.2% 15.4%59.7%
10/25/12 12:56 NE Boundary Offsite S-1 0.1% 1.0%18.8%80.0%
10/25/12 13:00 NE Boundary Offsite S-2 0.0% 0.7% 20.1% 79.2%
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%
10/25/12 14:26 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%
10/25/12 14:45 NE Boundary Offsite S-4 0.0% 0.0% 20.7% 79.1%
10/25/12 15:04 Maintenance Building BP-9 0.1% 0.1% 20.4% 79.3%
10/25/12 15:31 Tyvola Rd SD-39 0.0% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 11 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
10/25/12 15:55 Leatherman Golf (Offsite) P-4 5.7% 7.0% 10.8%77.5%
10/25/12 16:00 Leatherman Golf (Offsite) P-5 0.2% 0.3%17.7%79.8%
10/25/12 16:07 South Tryon St (HWY 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% 20.2% 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 Boundary 27 1.0% 1.0%18.7%79.2%
10/25/12 16:28 HWY 49 Boundary RW-B 57.1% 30.1% 2.1%10.2%
10/25/12 16:30 HWY 49 Boundary RW-C 49.9% 31.2% 1.6%17.4%
10/25/12 16:35 HWY 49 Boundary RW-D 57.2% 31.2% 1.6%9.8%
10/25/12 16:36 South Tryon St (HWY 49) SD-37 0.0% 0.0% 20.4% 79.5%
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% 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 Tyvola 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% 20.9% 79.0%
11/2/12 13:06 NE Boundary Offsite BP-5 0.0%2.8% 18.5%78.6%
11/2/12 13:30 NE Boundary Offsite S-4 0.0% 0.4% 20.3% 79.2%
11/2/12 14:16 NE Boundary Offsite BP-8 0.0%1.4% 18.8%79.7%
1/9/13 8:09 Soccer Light Poles SLP-01 0.0% 0.0% 20.4% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 12 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 20.5% 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% 0.0% 20.3% 79.6%
1/9/13 9:29 Baseball Field Light Poles BLP-30 0.1% 0.0% 20.3% 79.6%
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 11.6% 9.1% 15.8%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 Rightfield 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 Rightfield 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% 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% 79.4%
1/9/13 12:37 Baseball Field 4 Outfield SD-16 0.1% 0.0% 20.5% 79.5%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 13 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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%1.8% 19.0%79.0%
1/9/13 13:50 NE Boundary Passive MP-16 0.0% 0.7% 19.9% 79.4%
1/9/13 13:53 NE Boundary Offsite BP-6 0.0%10.2% 3.3%86.4%
1/9/13 13:53 NE Boundary Passive MP-14 0.1% 0.1% 20.4% 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% 0.0% 20.5% 79.5%
1/9/13 14:07 NE Boundary Active SU-05 0.0% 0.0% 20.5% 79.5%
1/9/13 14:14 NE Boundary Offsite BP-5 0.0% 1.2%19.0%79.8%
1/9/13 14:37 NE Boundary Passive MP-20 26.2% 18.9% 11.1%43.7%
1/9/13 14:40 NE Boundary Passive MP-32 55.9% 39.5% 0.5%4.6%
1/9/13 14:43 NE Boundary Passive MP-33 0.2% 0.1% 20.3% 79.6%
1/9/13 14:48 NE Boundary Passive MP-34 0.0% 0.0% 20.5% 79.5%
1/9/13 14:55 NE Boundary Active NE System 0.0% 0.0% 20.5% 79.5%
1/9/13 14:58 NE Boundary Passive MP-35 0.0% 0.0% 20.5% 79.5%
1/9/13 15:05 NE Boundary Passive MP-31 56.2% 39.9% 0.7%3.1%
1/9/13 15:30 NE Boundary Offsite S-1 0.1% 0.1% 20.4% 79.4%
1/9/13 15:32 NE Boundary 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 Boundary Offsite S-3 0.0% 0.0% 20.6% 79.4%
1/9/13 16:05 NE Boundary Offsite BP-2 0.0%5.8% 14.3%79.5%
1/9/13 16:17 NE Boundary Offsite BP-1 0.0%4.0% 16.4%79.9%
1/9/13 16:25 NE Boundary Offsite BP-3 0.0%4.5% 17.4%77.9%
1/9/13 16:35 NE Boundary Offsite BP-4 0.0%2.8% 18.7%78.4%
1/10/13 7:54 Clubhouse Passive CHFD-03 0.1% 0.0% 20.5% 79.4%
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 Tyvola 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% 20.7% 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%19.0%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 Boundary 3 0.0% 0.2% 20.4% 79.3%
1/10/13 10:42 HWY 49 Boundary 4 0.0% 0.4% 20.1% 79.4%
1/10/13 10:45 HWY 49 Boundary 5 0.0% 0.8% 19.9% 79.1%
1/10/13 10:47 HWY 49 Boundary 6 0.0%1.6% 19.3%79.2%
1/10/13 11:05 HWY 49 Boundary 7 0.0% 0.0% 20.7% 79.5%
1/10/13 11:09 HWY 49 Boundary 10 1.3%1.5%19.6% 77.8%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 14 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
1/10/13 11:13 HWY 49 Boundary 11 1.5%2.4% 19.0%76.9%
1/10/13 11:16 HWY 49 Boundary 21 14.6% 5.9% 16.1%64.6%
1/10/13 11:20 HWY 49 Boundary 22 10.7% 4.4% 17.3%68.6%
1/10/13 11:25 HWY 49 Boundary 23 0.7%1.5% 18.9%78.7%
1/10/13 11:32 South Tryon St (HWY 49) SD-38 0.0% 0.0% 20.6% 79.3%
1/10/13 11:36 HWY 49 Boundary 24 8.5% 3.1% 18.0%70.3%
1/10/13 11:39 South Tryon St (HWY 49) SD-37 0.0% 0.0% 20.6% 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 Boundary RW-D 59.3% 34.1% 0.6%5.5%
1/10/13 11:55 HWY 49 Boundary RW-C 53.0% 31.5% 0.4%14.8%
1/10/13 11:58 HWY 49 Boundary RW-B 54.1% 30.6% 0.5%14.7%
1/10/13 12:04 HWY 49 Boundary 27 0.3% 0.3% 20.0% 79.5%
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 0.0% 0.0% 20.6% 79.4%
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 Tyvola 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 Rightfield 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 Rightfield 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 15 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 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 Baseball Field Light Poles BLP-11 9.3% 8.2% 15.8%
4/9/13 10:15 Baseball Field Light Poles 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% 20.6%
4/9/13 10:41 Baseball Fields Parking Lot SD-06 0.1% 0.1% 20.6%
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% 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% 20.3%
4/9/13 12:30 NE Boundary Active SU-05 0.0% 0.0% 20.4%
4/9/13 12:38 NE Boundary Passive MP-20 14.4% 10.0% 15.2%
4/9/13 12:50 NE Boundary Passive MP-31 55.7% 44.3% 1.0%
4/9/13 12:55 NE Boundary Passive MP-32 61.6% 23.7% 1.2%
4/9/13 12:58 NE Boundary Passive MP-33 0.0% 0.0% 20.1%
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%5.9% 13.0%
4/22/13 8:25 NE Boundary Offsite BP-7 0.0% 1.0% 20.3%
4/22/13 8:30 NE Boundary Offsite BP-6 0.0%3.7% 19.1%
4/22/13 8:35 NE Boundary Offsite S-6 0.0% 1.0% 20.8%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 16 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
4/22/13 8:40 NE Boundary Offsite S-7 0.0% 0.1% 20.9%
4/22/13 8:45 NE Boundary Offsite S-5 0.0%8.7% 12.2%
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%18.6%
4/22/13 9:35 NE Boundary Offsite BP-2 0.0%2.4%19.5%
4/22/13 9:45 NE Boundary Offsite BP-3 0.0%3.7% 18.5%
4/22/13 10:00 NE Boundary Offsite BP-4 0.0%2.8% 19.0%
4/22/13 10:30 Leatherman Golf (Offsite) P-4 3.3%2.1% 8.8%
4/22/13 10:40 Leatherman Golf (Offsite) P-5 0.6%5.5% 10.0%
4/22/13 10:43 Maintenance Building BP-9 0.1% 0.1% 20.6%
4/22/13 10:58 Leatherman Golf (Offsite) P-2 0.0%2.7% 18.3%
4/22/13 11:00 Leatherman Golf (Offsite) LGFD-01 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%7.5% 12.4%
4/22/13 11:43 HWY 49 Boundary 27 8.4% 4.5% 15.0%
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 HWY 49 Boundary RW-B 47.2% 17.4% 6.8%
4/22/13 12:06 HWY 49 Boundary RW-C 9.0% 18.5% 3.8%
4/22/13 12:11 HWY 49 Boundary RW-D 13.0% 14.4% 12.6%
4/22/13 12:18 HWY 49 Boundary 22 21.2% 7.9% 14.1%
4/22/13 12:27 HWY 49 Boundary 21 7.9% 8.1% 13.5%
4/22/13 12:38 HWY 49 Boundary 11 6.8% 5.9% 15.2%
4/22/13 12:45 HWY 49 Boundary 10 1.4%1.9%19.8%
4/22/13 13:00 HWY 49 Boundary 23 0.5% 0.5% 19.6%
4/22/13 13:00 HWY 49 Boundary 6 0.0%8.3% 11.8%
4/22/13 13:03 HWY 49 Boundary 5 0.0%7.9% 13.0%
4/22/13 13:07 HWY 49 Boundary 4 0.0% 1.0% 19.9%
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% 1.2%18.6%
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% 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 Tyvola Rd SD-39 0.0% 0.0% 21.2%
4/22/13 16:12 Tyvola Rd Tunnel 0.0% 0.0% 21.0%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 17 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 20.7% 79.2%
7/29/13 9:09 Baseball Field Light Poles BLP-27 0.2% 0.0% 20.6% 79.0%
7/29/13 9:11 Baseball Field Scoreboards BSB-4 0.1% 0.1% 20.6% 79.2%
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% 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 Rightfield 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 Rightfield 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 18 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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 Baseball Field Light Poles BLP-29 0.2% 0.0% 21.0% 78.7%
7/29/13 11:12 Soccer Fields Parking Lot SD-07 0.1% 0.1% 21.0% 78.8%
7/29/13 11:14 Soccer Fields Parking Lot SD-08 0.2% 0.0% 21.1% 78.7%
7/29/13 11:16 Soccer Fields Parking Lot SD-09 0.2% 0.0% 21.1% 78.7%
7/29/13 11:55 NE Boundary Passive MP-15 0.3% 0.0% 21.2% 78.3%
7/29/13 11:59 NE Boundary Passive MP-14 0.3% 0.0% 21.2% 78.5%
7/29/13 12:07 NE Boundary Passive MP-17 0.2% 0.0% 21.0% 78.6%
7/29/13 12:14 NE Boundary Passive MP-20 1.4% 0.5% 20.6% 77.4%
7/29/13 12:17 NE Boundary Passive MP-31 58.6% 41.7% 0.6%0.0%
7/29/13 12:34 NE Boundary Passive MP-32 62.0% 38.2% 0.7%0.0%
7/29/13 12:43 NE Boundary Active NE System 0.4% 0.0% 21.1% 78.4%
7/29/13 13:03 Maintenance Building BP-9 0.2%3.9% 13.1%82.6%
7/29/13 13:10 Tyvola Rd SD-39 0.2% 0.0% 20.9% 78.8%
7/29/13 13:23 Leatherman Golf (Offsite) P-1 0.2%2.2% 17.9%79.5%
7/29/13 13:28 Leatherman Golf (Offsite) P-2 0.3% 0.0% 20.6% 79.0%
7/29/13 13:35 Leatherman Golf (Offsite) P-3 0.3% 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 (HWY 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 (HWY 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 7.6% 1.8% 19.1%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 HWY 49 Boundary RW-B 39.7% 20.5% 1.6%37.6%
7/29/13 14:28 HWY 49 Boundary 25 0.5% 0.1% 20.6% 78.8%
7/29/13 14:28 HWY 49 Boundary RW-C 13.9% 17.8% 3.1%63.8%
7/29/13 14:35 HWY 49 Boundary RW-D 7.5% 23.7% 2.0%66.4%
7/29/13 14:44 HWY 49 Boundary 21 18.0% 2.7% 17.5%64.2%
7/29/13 14:45 HWY 49 Boundary 10 5.7% 1.4%20.1% 74.0%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 19 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 0.1% 20.8% 78.9%
7/30/13 9:51 NE Boundary Offsite S-2 0.1% 0.1% 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 NE Boundary Offsite BP-1 0.2%13.2% 8.2%78.5%
7/30/13 10:26 NE Boundary Offsite BP-2 0.2%10.9% 11.2%77.6%
7/30/13 10:31 NE Boundary Offsite BP-3 0.2%4.1% 6.4%89.2%
7/30/13 10:48 NE Boundary Offsite BP-4 0.2%2.2% 19.1%78.3%
7/30/13 10:55 NE Boundary Offsite BP-5 0.2%2.5% 18.5%78.6%
7/30/13 11:01 NE Boundary Offsite S-5 0.2% 0.0% 21.0% 78.6%
7/30/13 11:06 NE Boundary Offsite BP-6 0.2%6.3% 16.3%77.2%
7/30/13 11:08 NE Boundary Offsite BP-7 0.1%3.4% 17.6%78.7%
7/30/13 11:14 NE Boundary Offsite S-6 0.1% 0.3% 19.9% 79.5%
7/30/13 11:20 NE Boundary Offsite S-7 0.7%4.8% 14.5%78.7%
7/30/13 12:05 Tyvola Rd Tunnel 0.2% 0.0% 21.1% 78.8%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 20 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 0.0% 0.1% 20.9% 78.9%
10/14/13 9:19 Baseball Field Light Poles BLP-08 0.0% 0.1% 21.0% 78.9%
10/14/13 9:21 Baseball Field Light Poles BLP-03 0.0% 0.1% 21.0% 78.8%
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 Rightfield 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 Rightfield 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% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 21 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 78.9%
10/14/13 12:53 NE Boundary Passive MP-20 2.5%1.6%19.8% 77.1%
10/14/13 12:59 NE Boundary Passive MP-32 56.5% 43.2% 0.0%0.1%
10/14/13 13:03 NE Boundary Passive MP-33 0.1% 0.3% 20.6% 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%
10/14/13 13:52 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%
10/14/13 13:57 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%
10/14/13 14:01 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 0.0% 0.1% 21.0% 78.0%
10/14/13 14:06 Clubhouse Passive CHFD-03 0.0% 0.1% 20.9% 79.0%
10/14/13 14:13 Tyvola Rd SD-39 0.0% 0.1% 20.9% 79.0%
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 Boundary RW-D 0.0%7.7% 15.7%76.6%
10/14/13 14:53 HWY 49 Boundary RW-C 46.9% 33.5% 0.7%18.7%
10/14/13 14:56 HWY 49 Boundary RW-B 0.0%1.9%19.9% 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 22 14.6% 6.5% 15.9%62.7%
10/14/13 15:27 HWY 49 Boundary 21 4.7%2.4% 18.4%76.4%
10/14/13 15:30 HWY 49 Boundary 23 0.0% 0.2% 20.8% 78.9%
10/14/13 15:32 HWY 49 Boundary 24 2.1%4.4% 17.0%76.5%
10/14/13 15:34 HWY 49 Boundary 25 0.0% 0.3% 23.8% 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% 20.9% 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%2.7% 18.4%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%18.3% 0.4%76.7%
10/15/13 15:45 NE Boundary Offsite BP-7 0.0%2.3% 18.6%79.9%
10/15/13 15:55 NE Boundary Offsite S-6 0.1% 0.4% 19.7% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 22 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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%19.3%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% 79.1%
10/15/13 16:29 NE Boundary Offsite BP-1 0.0%14.1% 7.4%78.2%
10/15/13 16:33 NE Boundary Offsite BP-2 0.0%7.9% 12.8%79.9%
10/15/13 16:40 NE Boundary Offsite BP-3 0.0%8.3% 7.5%84.2%
10/15/13 16:45 NE Boundary Offsite BP-4 0.0% 0.2% 20.5% 79.0%
10/16/13 8:00 Tyvola Rd Tunnel 0.0% 0.2% 20.3% 79.0%
10/16/13 8:16 Maintenance Building BP-9 0.0%5.9% 12.9%81.0%
10/16/13 8:19 Maintenance Building SD-32 0.0% 0.8% 20.5% 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%1.7%20.5% 77.8%
10/24/13 9:46 NE Boundary Offsite BP-7 0.0%1.5%20.5% 78.0%
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%2.1% 19.3%
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%1.7%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%
11/15/13 11:46 NE Boundary Offsite S-3 0.0% 0.1% 21.1%
11/15/13 11:51 NE Boundary Offsite BP-5 0.0%1.4%20.1%
11/15/13 11:55 NE Boundary Offsite S-5 0.0% 0.6% 20.7%
11/15/13 12:00 NE Boundary Offsite BP-6 0.0%10.5% 5.3%
11/15/13 12:02 NE Boundary Offsite BP-7 0.0%2.2%19.5%
11/15/13 12:04 NE Boundary Offsite BP-6 0.0%8.6% 8.2%
11/15/13 12:05 NE Boundary Offsite S-6 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%2.0% 19.1%
12/19/13 13:48 NE Boundary Offsite BP-6 0.0%6.7% 5.8%
12/19/13 13:50 NE Boundary Offsite BP-7 0.0% 0.7% 20.0%
12/19/13 13:52 NE Boundary Offsite S-6 0.0% 1.0% 19.6%
12/19/13 13:54 NE Boundary Offsite S-7 0.0%15.0% 1.7%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 23 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
12/19/13 13:59 NE Boundary Offsite BP-8 0.0% 0.2% 20.2%
12/19/13 14:03 NE Boundary Offsite S-1 0.0%2.4% 15.9%
12/19/13 14:05 NE Boundary Offsite S-2 0.0%3.0% 16.8%
12/19/13 14:07 NE Boundary Offsite S-3 0.0% 0.0% 20.5%
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%3.8% 17.4%
12/19/13 14:16 NE Boundary Offsite BP-4 0.0%2.4% 18.8%
12/19/13 14:19 NE Boundary Offsite BP-2 0.0%5.3% 16.0%
12/19/13 14:43 NE Boundary Active SU-08 1.0%1.9% 19.1%
1/15/14 9:35 NE Boundary Passive MP-14 0.1% 0.2% 21.0%
1/15/14 9:42 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 NE Boundary Passive MP-20 13.8% 8.3% 16.5%
1/15/14 10:05 NE Boundary Passive MP-31 51.8% 37.3% 3.7%
1/15/14 10:15 NE Boundary Active SU-05 0.1% 0.3% 20.8%
1/15/14 10:33 NE Boundary Active SU-03R 0.2% 0.1% 21.0%
1/15/14 10:44 NE Boundary Active SU-06 0.1% 0.1% 20.9%
1/15/14 10:53 NE Boundary Active SU-07 4.4%4.6% 17.5%
1/15/14 11:02 NE Boundary Active SU-02 1.7%2.4% 18.7%
1/15/14 11:08 NE Boundary Active SU-08 0.5% 0.9% 19.8%
1/15/14 11:17 NE Boundary Active SU-09 0.2% 1.3%19.3%
1/15/14 11:25 NE Boundary Active SU-10 0.0% 0.2% 20.5%
1/15/14 11:32 NE Boundary Active SU-01 0.0% 0.0% 20.8%
1/15/14 11:39 NE Boundary Active SU-11 0.0% 0.2% 20.6%
1/15/14 11:46 NE Boundary Passive MP-33 0.0% 0.0% 20.9%
1/15/14 11:48 NE Boundary Passive MP-32 79.9% 98.3% 1.8%
1/15/14 13:19 NE Boundary Offsite BP-5 0.1% 1.0% 19.7%
1/15/14 13:24 NE Boundary Offsite S-5 1.3%14.5% 4.1%
1/15/14 13:29 NE Boundary Offsite BP-6 11.6% 16.1% 1.0%
1/15/14 13:35 NE Boundary Offsite BP-7 0.0% 0.9%19.1%
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%3.6% 13.8%
1/15/14 14:00 NE Boundary Offsite S-2 0.0%1.5% 18.1%
1/15/14 14:04 NE Boundary Offsite S-4 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 0.0%8.0% 12.4%
1/15/14 14:35 NE Boundary Offsite BP-3 0.0%1.6% 13.0%
1/15/14 14:45 NE Boundary Offsite BP-4 0.0%2.9% 18.5%
1/15/14 15:09 Maintenance Building BP-9 0.0% 1.1%18.2%
1/15/14 15:46 Leatherman Golf (Offsite) P-1 0.0% 0.0% 21.0%
1/15/14 16:03 Leatherman Golf (Offsite) P-2 9.0% 3.7% 16.8%
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%3.9% 17.1%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 24 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
1/16/14 8:05 HWY 49 Boundary RW-B 19.6% 9.2% 15.7%
1/16/14 8:08 HWY 49 Boundary RW-C 41.6% 23.1% 7.6%
1/16/14 8:13 HWY 49 Boundary RW-D 9.2% 7.7% 16.9%
1/16/14 8:18 HWY 49 Boundary 9 0.1% 0.1% 21.3%
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 Boundary 22 0.2% 0.2% 21.1%
1/16/14 8:33 HWY 49 Boundary 23 0.2%10.0%21.2%
1/16/14 8:37 HWY 49 Boundary 24 15.9% 4.4% 17.3%
1/16/14 8:41 HWY 49 Boundary 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%19.4%
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 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% 0.5% 20.4%
1/21/14 10:22 NE Boundary Active SU-07 8.8% 8.1% 15.9%
1/21/14 10:28 NE Boundary Active SU-08 4.2%5.0% 16.9%
1/21/14 10:34 NE Boundary Active SU-09 1.6%2.9% 18.3%
1/21/14 10:39 NE Boundary Active SU-09 1.6%2.7% 18.6%
1/21/14 10:44 NE Boundary Active SU-10 0.0% 0.3% 19.7%
1/21/14 10:51 NE Boundary Active SU-01 0.0% 0.1% 20.5%
1/21/14 10:55 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%19.1%
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%4.7% 15.6%
1/21/14 11:32 NE Boundary Offsite BP-6 13.3% 16.6% 1.4%
1/21/14 11:35 NE Boundary Offsite BP-7 0.1% 0.7% 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%14.9% 0.5%
1/21/14 12:28 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%1.6%20.1%
1/21/14 12:46 Clubhouse Active SCV-3 2.3%1.9%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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 25 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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%7.1% 10.1%
1/21/14 15:55 NE Boundary Offsite BP-6 1.9%7.1% 10.1%
1/21/14 15:57 NE Boundary Offsite S-5 0.1% 0.1% 20.6%
1/22/14 8:38 NE Boundary Offsite BP-6 0.0%2.6%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 Baseball Field Light Poles BLP-23 0.0% 0.1% 22.1%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 26 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Rightfield 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% 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 NE Boundary Offsite BP-6 0.0%2.5%21.1%
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% 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%4.5%20.2% 75.3%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 27 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 78.1%
3/13/14 11:22 NE Boundary Offsite S-6 0.0% 0.1% 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 26.4% 5.9% 11.9%55.8%
3/27/14 9:54 NE Boundary Offsite BP-8 0.0% 0.0% 20.9% 79.1%
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 NE Boundary Offsite S-5 0.0%5.0% 14.9%80.0%
3/27/14 10:35 NE Boundary Offsite BP-6 0.0%4.8% 18.5%76.6%
3/27/14 10:38 NE Boundary Offsite BP-7 0.0% 0.0% 21.1% 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 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 23.6% 8.3% 13.4%54.6%
4/9/14 0:00 Tyvola 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%
4/9/14 8:58 Soccer Light Poles SLP-01 0.0% 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 0.0% 0.0% 21.1% 78.9%
4/9/14 9:06 Soccer Fields Parking 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% 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% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 28 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Rightfield 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%
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 Rightfield 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% 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% 0.0% 21.6% 78.3%
4/9/14 11:15 Maintenance Building SD-32 0.0% 0.0% 21.5% 78.5%
4/9/14 11:18 Maintenance Building BP-9 0.0%1.7% 18.1%80.1%
4/9/14 11:20 Tyvola 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 29 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Boundary 10 0.0% 0.0% 21.4% 78.5%
4/9/14 13:50 HWY 49 Boundary 11 5.2% 3.7% 19.2%71.8%
4/9/14 13:55 HWY 49 Boundary 21 10.4% 3.5% 17.6%66.5%
4/9/14 14:00 HWY 49 Boundary 22 10.3% 4.3% 16.5%69.8%
4/9/14 14:10 HWY 49 Boundary 23 0.0% 0.0% 21.3% 78.6%
4/9/14 14:15 HWY 49 Boundary 24 16.2% 3.7% 17.0%63.0%
4/9/14 14:20 HWY 49 Boundary 25 0.0% 0.0% 21.4% 78.5%
4/9/14 14:30 HWY 49 Boundary 27 0.0% 0.0% 21.1% 78.8%
4/9/14 14:35 HWY 49 Boundary 28 0.0% 0.0% 21.2% 78.8%
4/9/14 14:38 HWY 49 Boundary 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 HWY 49 Boundary RW-B 28.2% 7.7% 12.6%51.2%
4/9/14 14:55 HWY 49 Boundary RW-C 15.6% 10.3% 10.0%64.5%
4/9/14 15:00 HWY 49 Boundary RW-D 0.0%3.4%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% 0.0% 21.5% 78.5%
4/9/14 15:24 Clubhouse Active SCV-5 0.0% 0.0% 21.5% 78.5%
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% 0.1% 20.7% 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 MP-20 8.0% 5.0% 18.5%68.5%
4/10/14 8:45 NE Boundary Passive MP-31 0.0% 0.0% 21.3% 78.7%
4/10/14 8:50 NE Boundary Passive MP-32 14.9% 5.5% 16.6%63.0%
4/10/14 8:55 NE Boundary Passive MP-33 0.1% 0.0% 21.3% 78.6%
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 NE Boundary Offsite BP-3 0.0%2.8% 19.2%78.0%
4/10/14 9:40 NE Boundary Offsite BP-4 0.0% 1.0% 20.9% 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 NE Boundary Offsite BP-6 0.0%3.7%20.2% 76.0%
4/10/14 9:58 NE Boundary Offsite BP-7 0.0% 0.0% 21.3% 78.6%
4/10/14 10:02 NE Boundary Offsite S-6 0.0% 0.0% 21.3% 78.6%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 30 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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%4.4% 17.7%74.5%
4/24/14 11:59 NE Boundary Active SU-07 1.0%2.3% 19.2%77.2%
4/24/14 12:05 NE Boundary Active SU-08 0.7%1.8% 19.3%78.1%
4/24/14 12:15 NE Boundary Active SU-09 0.0% 1.2% 19.6% 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%6.0% 9.1%
4/24/14 13:11 NE Boundary Offsite BP-6 0.0%6.5% 12.2%
4/24/14 13:13 NE Boundary Offsite S-5 1.7%6.2% 12.5%
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% 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 NE Boundary Offsite BP-2 0.0% 0.0% 21.0%
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 NE Boundary Offsite BP-6 0.0%7.1% 11.5%
4/24/14 15:50 NE Boundary Offsite S-5 2.6%9.1% 9.9%
4/24/14 17:00 NE Boundary Passive MP-32 35.4% 7.6% 12.9%
5/12/14 13:18 NE Boundary Offsite S-1 0.0% 0.0% 20.3%
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%
5/12/14 13:45 NE Boundary Offsite BP-5 0.0% 1.1%19.2%
5/12/14 13:48 NE Boundary Offsite S-5 1.3%13.0% 7.2%
5/12/14 13:51 NE Boundary Offsite BP-6 0.0%9.3% 10.7%
5/12/14 13:55 NE Boundary Offsite BP-7 0.0% 0.7% 19.5%
5/12/14 13:58 NE Boundary Offsite S-6 0.0%2.1% 16.9%
5/12/14 14:01 NE Boundary Offsite S-7 0.0%5.5% 10.0%
5/12/14 14:04 NE Boundary Offsite S-4 0.0% 0.5% 19.9%
5/12/14 14:10 NE Boundary Offsite BP-3 0.0%2.0% 13.5%
5/12/14 14:15 NE Boundary Offsite BP-4 0.0% 1.1%15.8%
5/12/14 14:20 NE Boundary Offsite BP-2 0.0% 1.2%16.2%
5/12/14 14:25 NE Boundary Offsite BP-1 0.0% 1.0%15.9%
5/12/14 14:30 NE Boundary Passive MP-32 34.3% 7.2% 12.0%
5/21/14 14:00 NE Boundary Offsite BP-1 0.0%2.1% 16.9%
5/21/14 14:05 NE Boundary Offsite BP-2 0.0%5.7% 14.7%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 31 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
5/21/14 14:15 NE Boundary Offsite BP-3 0.1%4.3% 13.3%
5/21/14 14:20 NE Boundary Offsite BP-4 0.0% 0.8%17.1%
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%
5/21/14 14:57 NE Boundary Offsite BP-5 0.1%2.2% 18.4%
5/21/14 15:02 NE Boundary Offsite S-5 1.0%13.5% 12.5%
5/21/14 15:05 NE Boundary Offsite BP-6 9.4% 19.3% 0.2%
5/21/14 15:10 NE Boundary Offsite BP-7 0.0% 0.0% 20.0%
5/21/14 15:13 NE Boundary Offsite S-4 0.0% 0.2% 20.0%
5/21/14 15:17 NE Boundary Offsite S-6 0.1%3.2% 10.8%
5/21/14 15:20 NE Boundary Offsite S-7 0.1%9.4% 8.3%
5/21/14 15:40 NE Boundary Passive MP-32 29.7% 8.2% 12.1%
6/3/14 14:25 NE Boundary Offsite BP-5 0.0%1.8% 18.5%
6/3/14 14:28 NE Boundary Offsite BP-6 6.6% 17.8% 1.4%
6/3/14 14:34 NE Boundary Offsite BP-7 0.0%2.1% 18.4%
6/3/14 14:39 NE Boundary Offsite S-5 0.0%13.7% 7.8%
6/3/14 14:43 NE Boundary Offsite S-6 0.0% 1.2%17.6%
6/3/14 14:48 NE Boundary Offsite S-7 0.0% 0.5%19.1%
6/3/14 14:56 NE Boundary Offsite BP-8 0.0% 0.7%19.1%
6/3/14 15:00 NE Boundary Offsite S-1 0.0% 0.0% 21.2%
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% 21.2%
6/3/14 15:28 NE Boundary Offsite BP-2 0.1% 0.1% 20.6%
6/3/14 15:33 NE Boundary Offsite BP-3 0.1% 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 NE Boundary Passive MP-32 28.3% 8.1% 11.6%
6/18/14 14:45 NE Boundary Offsite BP-5 0.1% 0.3% 19.9%
6/18/14 14:49 NE Boundary Offsite BP-6 3.7%20.0% 0.3%
6/18/14 14:53 NE Boundary Offsite BP-7 0.8%1.9% 17.7%
6/18/14 14:56 NE Boundary Offsite S-6 0.0% 0.0% 20.8%
6/18/14 14:59 NE Boundary Offsite S-7 0.0% 0.0% 20.9%
6/18/14 15:03 NE Boundary Offsite S-5 0.5%2.1% 13.4%
6/18/14 15:10 NE Boundary Offsite S-1 0.0% 0.0% 21.1%
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% 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 BP-4 0.0% 0.0% 21.1%
6/18/14 16:15 NE Boundary Passive MP-32 26.2%9.1% 12.7%
7/9/14 13:15 NE Boundary Offsite BP-5 0.0%2.8% 17.8%79.3%
7/9/14 13:19 NE Boundary Offsite S-5 0.0%6.1% 10.8%83.0%
7/9/14 13:22 NE Boundary Offsite BP-6 0.4%17.4% 2.9%79.1%
7/9/14 13:25 NE Boundary Offsite BP-7 0.0%1.9% 18.9%79.5%
7/9/14 13:30 NE Boundary Offsite S-6 0.0%5.0% 7.5%88.5%
7/9/14 13:33 NE Boundary Offsite S-7 0.0%4.1% 11.9%85.0%
7/9/14 13:45 NE Boundary Offsite BP-8 0.0% 0.3% 19.9% 79.8%
7/9/14 13:50 NE Boundary Offsite S-1 0.0% 0.0% 19.9% 79.9%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 32 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 BP-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 Boundary Active SU-06 1.5%2.3% 17.5%78.6%
7/9/14 15:45 NE Boundary Active SU-07 0.0%2.7% 17.2%79.0%
7/9/14 15:55 NE Boundary Active SU-02 1.0%1.9% 18.3%78.7%
7/9/14 16:05 NE Boundary Active SU-08 0.7%1.8% 19.3%78.1%
7/9/14 16:12 NE Boundary Active SU-09 0.2% 1.0% 19.5% 79.2%
7/9/14 16:20 NE Boundary Active SU-10 0.1% 0.2% 20.7% 78.9%
7/9/14 16:25 NE Boundary Active SU-01 0.0% 0.0% 20.8% 79.1%
7/9/14 16:30 NE Boundary Active SU-11 0.0% 0.0% 20.9% 79.0%
7/9/14 16:40 NE Boundary Active NE System 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 NE Boundary Passive MP-32 21.3% 4.7% 14.1%59.8%
7/9/14 17:15 NE Boundary Passive MP-31 1.5%2.1% 18.8%77.5%
7/9/14 17:20 NE Boundary Passive MP-20 6.5% 7.2% 14.3%71.9%
7/11/14 7:05 Soccer Fields Parking Lot SD-07 0.1% 0.0% 21.3% 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%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 33 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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% 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% 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 Rightfield 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%
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 Rightfield 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% 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 Tyvola 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 Tyvola 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% 78.7%
7/11/14 9:53 Maintenance Building BP-9 0.0%3.8% 15.9%80.2%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 34 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 21.6% 78.3%
7/11/14 10:25 Clubhouse Active SCV-5 0.0% 0.0% 21.6% 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%9.5% 9.0%81.4%
7/11/14 10:42 Leatherman Golf (Offsite) P-2 0.0%3.5% 17.5%78.9%
7/11/14 10:46 Leatherman Golf (Offsite) P-3 0.0%6.8% 14.2%78.9%
7/11/14 10:50 Leatherman Golf (Offsite) P-4 1.3%5.9% 14.3%78.4%
7/11/14 10:55 Leatherman Golf (Offsite) LGFD-01 0.0% 0.0% 21.0% 79.0%
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% 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 11 6.1% 3.1% 18.8%71.9%
7/11/14 12:12 HWY 49 Boundary 21 8.4% 4.1% 16.6%70.8%
7/11/14 12:16 HWY 49 Boundary 22 11.2% 4.8% 15.1%68.8%
7/11/14 12:20 HWY 49 Boundary 23 0.2% 0.1% 21.0% 78.6%
7/11/14 12:40 HWY 49 Boundary 25 0.0% 0.0% 21.2% 78.8%
7/11/14 12:55 HWY 49 Boundary 27 0.0% 0.0% 21.0% 79.0%
7/11/14 13:00 HWY 49 Boundary 24 14.3% 3.7% 16.3%65.6%
7/11/14 13:00 HWY 49 Boundary 28 0.0% 0.0% 21.2% 78.8%
7/11/14 13:03 HWY 49 Boundary 29 0.0% 0.0% 21.2% 78.8%
7/11/14 13:05 HWY 49 Boundary 30 0.0% 0.0% 21.1% 78.8%
7/11/14 13:10 HWY 49 Boundary RW-B 25.5% 8.5% 11.0%54.9%
7/11/14 13:13 HWY 49 Boundary RW-C 12.2% 12.1% 14.4%61.2%
7/11/14 13:15 HWY 49 Boundary RW-D 0.1%6.2%19.6% 74.0%
8/15/14 10:59 NE Boundary Offsite BP-5 0.0%3.2% 17.7%79.0%
8/15/14 11:02 NE Boundary Offsite S-5 0.0% 0.5% 20.1% 79.5%
8/15/14 11:05 NE Boundary Offsite BP-6 0.0%9.7% 13.8%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% 20.2% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 35 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
8/15/14 11:33 NE Boundary Offsite BP-8 0.0% 0.3%19.4%80.3%
9/30/14 15:35 NE Boundary Offsite BP-5 0.0%4.2% 16.3%
9/30/14 15:45 NE Boundary Offsite BP-6 9.9% 20.6% 0.0%
9/30/14 15:48 NE Boundary Offsite BP-7 0.0% 1.2%19.4%
9/30/14 15:51 NE Boundary Offsite S-4 0.0% 0.1% 20.6%
9/30/14 15:54 NE Boundary Offsite S-6 0.0% 0.2% 19.7%
9/30/14 15:57 NE Boundary Offsite S-7 0.0%4.0% 16.0%
9/30/14 16:02 NE Boundary Offsite S-1 0.0% 0.0% 21.0%
9/30/14 16:05 NE Boundary Offsite S-2 0.0% 0.0% 21.1%
9/30/14 16:09 NE Boundary Offsite BP-8 0.0% 0.2% 21.1%
9/30/14 16:14 NE Boundary Offsite S-3 0.0% 0.0% 20.7%
9/30/14 16:14 NE Boundary Offsite S-5 0.0%17.0% 5.1%
9/30/14 16:25 NE Boundary Offsite BP-1 0.0% 0.1% 21.1%
9/30/14 16:28 NE Boundary Offsite BP-2 0.0% 0.0% 21.0%
9/30/14 16:33 NE Boundary Offsite BP-3 0.0% 0.1% 20.8%
9/30/14 16:37 NE Boundary Offsite BP-4 0.0% 0.0% 21.0%
9/30/14 16:45 NE Boundary Passive MP-32 20.6% 7.0% 10.4%
10/8/14 15:35 NE Boundary Offsite BP-6 3.3%18.9% 0.6%
10/8/14 15:38 NE Boundary Offsite S-5 0.1%9.0% 13.5%
10/8/14 15:40 NE Boundary Offsite BP-7 0.0% 0.9% 20.2%
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 NE Boundary Offsite BP-5 0.0%2.7% 18.3%
10/8/14 15:58 NE Boundary Offsite S-1 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%4.2% 9.5%
10/30/14 8:50 Leatherman Golf (Offsite) P-3 0.0%7.3% 13.7%98.9%
10/30/14 8:55 Leatherman Golf (Offsite) P-2 0.0%2.1% 18.9%78.9%
10/30/14 9:05 Leatherman Golf (Offsite) P-1 0.0% 0.9% 20.1% 79.0%
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 0.0% 0.0% 19.9% 80.0%
10/30/14 9:50 HWY 49 Boundary 3 0.0% 0.0%19.1%80.8%
10/30/14 9:55 HWY 49 Boundary 4 0.0%8.0% 15.2%76.7%
10/30/14 10:05 HWY 49 Boundary 5 0.0%5.1% 17.8%77.0%
10/30/14 10:10 HWY 49 Boundary 6 0.0%4.3% 18.7%76.9%
10/30/14 10:15 HWY 49 Boundary 7 0.0%5.2% 18.0%76.7%
10/30/14 10:20 HWY 49 Boundary 10 34.7% 27.8% 4.1%
10/30/14 10:30 HWY 49 Boundary 11 31.0% 21.9% 9.2%
10/30/14 10:35 HWY 49 Boundary 21 32.3% 13.4% 15.1%
10/30/14 10:40 HWY 49 Boundary 22 11.9% 5.7%16.4%
10/30/14 10:45 HWY 49 Boundary 23 0.0% 0.1% 20.9% 78.4%
10/30/14 10:48 HWY 49 Boundary 24 9.6% 7.3% 16.0%
10/30/14 10:50 HWY 49 Boundary 25 0.1%11.8% 12.9%
10/30/14 10:55 HWY 49 Boundary RW-D 0.4%8.5% 16.7%
10/30/14 10:58 HWY 49 Boundary RW-C 48.0% 33.6% 0.4%
10/30/14 11:00 HWY 49 Boundary RW-B 0.1%6.4% 14.7%78.4%
10/30/14 11:05 HWY 49 Boundary 27 0.1%10.2% 17.7%
10/30/14 11:08 HWY 49 Boundary 28 0.0% 0.2% 21.0% 78.8%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 36 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Tyvola 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 Tyvola Rd 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% 20.9% 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%1.6% 19.0%
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%5.7% 15.5%
10/30/14 13:43 NE Boundary Offsite S-1 0.0% 0.2% 19.8% 79.9%
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%19.2%79.9%
10/30/14 13:58 NE Boundary Offsite BP-8 0.0% 1.1%17.1%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%1.6% 19.4%78.9%
10/30/14 14:10 NE Boundary Offsite BP-6 0.0%10.0% 12.1%77.8%
10/30/14 14:13 NE Boundary Offsite BP-7 0.0%2.5% 19.0%78.4%
10/30/14 14:15 NE Boundary Offsite S-6 0.0%1.5% 19.3%79.1%
10/30/14 14:18 NE Boundary Offsite S-7 0.0% 1.2% 19.7% 78.0%
10/30/14 14:25 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% 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%4.7% 19.3%
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 3.4%2.1% 18.4%
10/30/14 15:45 NE Boundary Active SU-06 5.2% 7.9% 17.8%
10/30/14 15:50 NE Boundary Active SU-05 1.2%2.5% 19.4%
10/30/14 15:55 NE Boundary Active SU-03R 0.0% 0.2% 21.3%
10/30/14 16:00 NE Boundary Passive MP-20 12.4% 7.5% 16.5%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 37 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
10/30/14 16:03 NE Boundary Passive MP-31 3.1%5.1% 16.8%
10/30/14 16:05 NE Boundary Passive MP-32 28.7% 3.9% 14.0%
10/30/14 16:08 NE Boundary Passive MP-33 0.5% 0.7% 19.8%
10/30/14 16:10 NE Boundary Passive MP-34 0.0% 0.2% 21.2%
10/30/14 16:15 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 Baseball Field Light Poles BLP-18 0.0% 0.0% 20.1%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 38 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Rightfield 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 Rightfield 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% 20.8% 79.1%
11/20/14 8:25 NE Boundary Offsite S-4 0.0% 0.0% 20.9% 79.0%
11/20/14 8:30 NE Boundary Offsite BP-5 0.0%1.6% 19.3%79.0%
11/20/14 8:33 NE Boundary Offsite S-5 0.0% 0.9% 20.0% 79.1%
11/20/14 8:38 NE Boundary Offsite BP-6 3.6%15.2% 3.9%77.2%
11/20/14 8:42 NE Boundary Offsite BP-7 0.0% 0.8% 19.5% 79.6%
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% 0.8% 20.0% 79.0%
11/20/14 9:00 NE Boundary Offsite BP-2 0.1% 1.2% 19.7% 78.9%
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%
12/17/14 15:56 NE Boundary Offsite S-5 0.0%8.4% 10.0%81.4%
12/17/14 15:59 NE Boundary Offsite BP-6 0.0%12.5%3.4%84.0%
12/17/14 16:03 NE Boundary Offsite BP-7 0.0%4.4% 17.0%78.6%
12/17/14 16:06 NE Boundary Offsite S-6 0.0%3.0% 17.1%79.8%
12/17/14 16:09 NE Boundary Offsite S-7 0.0% 0.1% 20.9% 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% 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 NE Boundary Offsite BP-8 0.0%3.2% 17.8%78.9%
12/17/14 16:38 NE Boundary Offsite BP-1 0.0% 0.1% 21.0% 78.9%
12/17/14 16:43 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 39 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
12/17/14 16:55 NE Boundary Offsite BP-4 0.0% 0.0% 20.9% 79.0%
1/20/15 8:45 NE Boundary Passive MP-14 0.0%1.9% 19.3%78.8%
1/20/15 9:05 NE Boundary Passive MP-16 0.1%2.3% 18.4%79.4%
1/20/15 9:20 NE Boundary Passive MP-17 0.1%2.0% 19.1%79.0%
1/20/15 9:30 NE Boundary Active SU-03R 0.0% 0.1% 21.1% 78.8%
1/20/15 9:46 NE Boundary Passive MP-15 0.0% 0.0% 21.3% 78.5%
1/20/15 11:20 Clubhouse Passive CHFD-03 0.0% 0.1% 20.6% 79.3%
1/20/15 11:25 Clubhouse Passive CHFD-05 0.0% 0.1%13.5%79.1%
1/20/15 11:35 Clubhouse Passive CHFD-02 0.0% 0.1% 20.8% 79.1%
1/20/15 11:38 Clubhouse Passive CHFD-04 0.0% 0.1% 21.0% 78.9%
1/20/15 11:45 Clubhouse Active SCV-1 1.0%1.9% 19.2%77.9%
1/20/15 11:50 Clubhouse Active SCV-4 0.2% 0.2%14.3%85.2%
1/20/15 11:58 Clubhouse Active SCV-5 0.3% 0.4%14.9%84.3%
1/20/15 12:01 Clubhouse Active SCV-6 0.3% 0.2%15.4%84.1%
1/20/15 12:05 Clubhouse Active SCV-7 0.0% 0.1%16.1%83.8%
1/20/15 12:16 Clubhouse Active CH System 0.2% 0.3%16.1%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 Building SD-32 0.0% 0.1% 20.6% 79.2%
1/20/15 14:50 Leatherman Golf (Offsite) LGFD-01 0.0% 0.0%14.3%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% 19.6% 79.6%
1/20/15 16:03 NE Boundary Offsite S-5 0.0%14.6% 3.2%82.5%
1/20/15 16:07 NE Boundary Offsite BP-6 0.7%7.1% 12.4%79.8%
1/20/15 16:20 NE Boundary Offsite BP-7 0.0% 0.1% 20.6% 79.3%
1/20/15 16:25 NE Boundary Offsite S-6 0.0%5.1% 7.8%87.0%
1/20/15 16:27 NE Boundary Offsite S-7 0.3% 1.0%19.3%79.0%
1/21/15 9:07 Baseball Fields Parking Lot SD-01 0.0% 0.1% 21.6% 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% 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% 78.4%
1/21/15 10:20 Baseball Fields Parking Lot SD-05 0.0% 0.1% 21.4% 78.5%
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% 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% 0.1% 21.1% 78.8%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 40 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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 Rightfield 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% 0.0% 20.7% 79.3%
1/21/15 13:42 Baseball Field 1 Rightfield 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%0.3%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%1.5% 19.3%78.7%
1/22/15 13:33 NE Boundary Active SU-07 0.9%2.0% 18.8%78.3%
1/22/15 13:57 NE Boundary Active SU-06 1.1%1.8%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 57.4% 42.5% 0.0%0.1%
1/22/15 15:20 NE Boundary Passive MP-20 59.4% 39.7% 0.4%1.6%
1/22/15 16:15 NE Boundary Offsite JC School Atrium 0.0% 0.1% 20.9% 79.0%
1/23/15 8:28 Soccer Light Poles SLP-10 0.0% 0.1% 21.8% 0.8%
1/23/15 8:36 Soccer Light Poles SLP-09 0.0% 0.1% 21.8% 0.8%
1/23/15 8:40 Soccer Light Poles SLP-08 0.0% 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% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 41 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 0.2% 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%1.6% 18.3%79.3%
1/26/15 9:13 Leatherman Golf (Offsite) P-3 0.0%8.5% 4.7%86.7%
1/26/15 9:31 Leatherman Golf (Offsite) P-2 12.5% 9.0% 11.3%67.2%
1/26/15 9:41 Leatherman Golf (Offsite) P-1 0.0%12.0% 8.1%79.8%
1/26/15 10:13 South Tryon St (HWY 49) SD-33 0.0% 0.3% 21.4% 78.3%
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%2.1% 18.9%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%3.6% 17.2%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 Boundary RW-B 10.3% 5.9% 17.4%66.2%
1/26/15 14:30 HWY 49 Boundary RW-C 45.4% 26.4% 5.7%22.5%
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%4.4% 14.1%81.7%
1/26/15 14:55 HWY 49 Boundary 24 59.7% 23.4% 4.1%12.8%
1/26/15 15:05 HWY 49 Boundary 23 0.2% 0.4% 20.0% 79.4%
1/26/15 15:20 HWY 49 Boundary 22 36.8% 11.1% 9.9%42.0%
1/26/15 15:27 HWY 49 Boundary 21 71.5% 28.3% 0.1%0.0%
1/26/15 15:41 HWY 49 Boundary 10 5.0% 4.4% 15.9%0.7%
1/26/15 15:49 HWY 49 Boundary 7 1.1%19.5% 1.0%0.8%
1/26/15 16:58 NE Boundary Offsite S-1 0.0%7.3% 9.3%84.2%
1/26/15 17:01 NE Boundary Offsite S-2 0.0% 0.4% 19.8% 79.9%
1/26/15 17:10 NE Boundary Offsite S-3 0.0%4.0% 15.9%80.1%
1/26/15 17:20 NE Boundary Offsite S-4 0.0%10.0% 5.7%84.2%
1/27/15 8:16 HWY 49 Boundary 3 0.3%9.2% 12.1%78.3%
1/27/15 8:24 HWY 49 Boundary 4 0.0%2.2% 19.2%0.8%
1/27/15 8:30 HWY 49 Boundary 5 0.0%7.0% 13.0%0.8%
1/27/15 8:35 HWY 49 Boundary 6 0.0%9.2% 11.2%0.8%
1/27/15 8:48 South Tryon St (HWY 49) SD-36 0.0% 0.2% 21.9% 0.8%
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 Tyvola Rd Tunnel 0.0% 0.2% 21.6% 0.8%
2/23/15 9:00 NE Boundary Active NE System 1.0%1.5%19.8% 72.5%
2/23/15 9:30 NE Boundary Active SU-11 0.0% 0.2% 21.1% 78.7%
2/23/15 9:35 NE Boundary Active SU-01 1.0% 0.1% 21.4% 78.3%
2/23/15 9:50 NE Boundary Passive MP-39 0.1% 0.1% 21.3% 78.4%
2/23/15 10:10 NE Boundary 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%
2/23/15 11:05 NE Boundary Active SU-02 1.7%2.6%19.5% 76.1%
2/23/15 11:20 NE Boundary Active SU-07 2.6%3.5% 18.6%75.2%
2/23/15 13:15 NE Boundary Active SU-06 3.2%3.1% 18.7%74.7%
2/23/15 13:30 NE Boundary Active SU-05 0.2% 0.6% 20.4% 78.8%
2/23/15 13:45 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 42 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
2/23/15 15:30 NE Boundary Passive MP-35 0.0% 0.5% 20.1% 79.2%
2/24/15 15:43 NE Boundary Offsite JC School Atrium 0.0% 0.4% 21.3% 78.5%
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%8.0% 11.0%80.6%
2/24/15 16:20 NE Boundary Offsite BP-6 0.0%10.2% 2.2%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% 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%2.6% 16.6%80.4%
2/24/15 17:25 NE Boundary Offsite S-3 0.0%3.3% 16.6%79.9%
2/24/15 17:30 NE Boundary Offsite S-4 0.0% 0.4% 21.3% 78.2%
2/25/15 12:40 NE Boundary Passive MP-32 54.0% 40.4% 0.0%5.5%
2/25/15 12:50 NE Boundary Passive MP-33 0.0% 0.0%0.0%0.0%
2/25/15 13:22 NE Boundary Passive GP-4D 54.5% 38.4% 0.0%7.0%
2/25/15 13:22 NE Boundary Passive GP-4S 54.2% 38.9% 0.0%6.9%
2/25/15 14:10 NE Boundary Passive MP-45 0.0%1.5%20.7% 78.0%
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 53.4% 41.1% 0.0%5.5%
2/25/15 14:35 NE Boundary Passive MP-20 49.0% 35.8% 0.5%18.0%
2/25/15 14:55 NE Boundary Passive GP-6 5.8% 17.2% 0.0%76.8%
2/25/15 15:00 NE Boundary Passive MP-46 0.0%4.0%21.3% 78.4%
2/25/15 15:25 NE Boundary Passive MP-48 28.0% 27.0% 3.0%45.0%
2/25/15 15:40 NE Boundary Passive GP-8 53.3% 37.9% 0.3%8.6%
2/25/15 15:55 NE Boundary Offsite S-7 0.0%11.6% 3.1%85.2%
2/25/15 16:27 NE Boundary Passive H-4 0.0%4.1% 16.3%79.5%
2/25/15 17:00 NE Boundary Passive MP-17 0.0%4.0% 18.0%78.0%
2/25/15 17:20 NE Boundary Passive MP-14 0.0% 1.0% 20.3% 78.6%
2/25/15 17:25 NE Boundary Passive MP-15 0.0% 0.8% 20.5% 78.6%
2/25/15 17:30 NE Boundary Passive MP-16 0.0%7.5% 10.9%81.3%
3/30/15 15:40 NE Boundary Offsite S-5 0.3%13.3% 5.2%80.9%
3/30/15 15:50 NE Boundary Offsite BP-6 4.1%10.5% 4.0%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%4.5% 8.3%87.2%
3/30/15 16:02 NE Boundary Offsite S-7 0.9%12.6% 2.5%83.8%
3/30/15 16:10 NE Boundary Offsite BP-5 0.0% 1.0% 19.9% 79.0%
3/30/15 16:20 NE Boundary Offsite S-4 0.0%4.2% 15.8%79.9%
3/30/15 16:25 NE Boundary Offsite S-3 0.0%5.0% 14.4%80.5%
3/30/15 16:32 NE Boundary Offsite S-2 0.0%5.2% 11.4%83.3%
3/30/15 16:45 NE Boundary Offsite S-1 0.0%3.0% 15.5%81.4%
4/7/15 8:19 Baseball Field Light Poles BLP-13 0.1% 0.0% 21.0% 78.9%
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 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% 78.8%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 43 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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%2.7% 18.9%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% 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%
4/7/15 10:12 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% 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 Rightfield 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 Baseball Field Light Poles BLP-02 0.1% 0.0% 21.3% 78.6%
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 Rightfield 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 44 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
4/7/15 12:22 Baseball Field Light Poles BLP-05 0.0% 0.0% 21.3% 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 HWY 49 Boundary 41 0.0%9.9% 10.6%79.3%
4/7/15 12:44 HWY 49 Boundary 42 0.0%12.4% 7.5%79.8%
4/7/15 12:46 HWY 49 Boundary 43 1.8%16.6% 4.3%77.0%
4/7/15 12:52 Tyvola Rd Tunnel 0.0% 0.0% 21.0% 78.6%
4/7/15 13:00 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 EW-1 63.1% 41.2% 0.0%0.0%
4/7/15 13:38 NE Boundary Passive EW-2 62.5% 40.9% 0.0%0.0%
4/7/15 13:42 NE Boundary Passive EW-3 61.5% 40.9% 0.0%0.0%
4/7/15 14:52 NE Boundary Passive MP-17 9.0% 19.4% 1.4%70.0%
4/7/15 14:57 NE Boundary Passive MP-16 1.0%5.7% 13.1%80.2%
4/7/15 15:05 NE Boundary Passive MP-15 0.0% 1.0% 20.0% 79.0%
4/7/15 15:08 NE Boundary Passive MP-14 0.0% 1.2% 19.7% 79.0%
4/7/15 15:13 NE Boundary Passive MP-20 41.8% 29.0% 4.5%24.6%
4/7/15 15:15 NE Boundary Passive MP-31 54.6% 39.0% 0.7%4.3%
4/7/15 15:35 NE Boundary Offsite BP-3 0.0% 0.9% 20.0% 79.0%
4/7/15 15:40 NE Boundary Offsite BP-2 0.0%3.4% 17.1%79.1%
4/7/15 15:55 NE Boundary Active NE System 0.6% 1.0% 20.0% 78.3%
4/7/15 16:02 NE Boundary Passive MP-32 63.3% 40.7% 0.1%0.0%
4/7/15 16:13 NE Boundary Passive MP-35 0.0%2.3% 17.9%79.6%
4/7/15 16:29 NE Boundary Passive GP-4S 59.4% 39.5% 0.0%0.9%
4/7/15 16:31 NE Boundary Passive GP-4D 57.1% 36.9% 0.1%5.9%
4/7/15 16:39 NE Boundary Passive MP-48 0.0%11.5% 10.8%77.7%
4/7/15 16:47 NE Boundary Passive GP-8 47.2% 34.2% 0.0%17.4%
4/7/15 17:05 NE Boundary Passive GP-6 1.9%15.2% 0.5%82.1%
4/8/15 8:41 Clubhouse Active CH System 0.1% 0.1% 21.2% 78.5%
4/8/15 8:50 Clubhouse Active SCV-1 1.1%1.7%19.9% 77.2%
4/8/15 8:55 Clubhouse Active SCV-2 0.0% 0.0% 21.7% 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% 0.0% 21.8% 78.0%
4/8/15 9:21 Clubhouse Passive CHFD-04 0.0% 0.0% 21.8% 78.0%
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 Boundary RW-D 0.1% 1.2% 21.4% 77.2%
4/8/15 10:03 HWY 49 Boundary RW-C 17.9% 19.9% 1.6%61.0%
4/8/15 10:05 HWY 49 Boundary RW-B 35.8% 13.3% 9.0%41.9%
4/8/15 10:24 HWY 49 Boundary 7 2.1%15.6% 4.3%77.3%
4/8/15 10:28 HWY 49 Boundary 6 0.0%13.5% 6.1%80.0%
4/8/15 10:31 HWY 49 Boundary 5 0.0%9.3% 11.1%79.3%
4/8/15 10:34 HWY 49 Boundary 4 0.0%10.3% 10.0%79.6%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 45 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
4/8/15 10:38 HWY 49 Boundary 3 0.0%9.1% 10.9%79.8%
4/8/15 10:45 HWY 49 Boundary 2 0.0%14.2% 7.7%78.0%
4/8/15 10:55 HWY 49 Boundary 10 47.3% 34.7% 0.0%17.7%
4/8/15 11:10 HWY 49 Boundary 11 38.5% 29.4% 0.0%32.0%
4/8/15 11:25 HWY 49 Boundary 21 75.0% 26.4% 0.0%0.0%
4/8/15 11:32 HWY 49 Boundary 22 70.1% 29.1% 0.0%0.9%
4/8/15 11:38 HWY 49 Boundary 23 0.1%8.1% 4.0%87.9%
4/8/15 11:45 HWY 49 Boundary 24 81.2% 18.5% 0.0%2.2%
4/8/15 13:04 Leatherman Golf (Offsite) LGFD-01 0.0% 0.0% 21.1% 78.7%
4/8/15 13:05 Leatherman Golf (Offsite) LGFD-02 0.0% 0.0% 21.3% 78.6%
4/8/15 13:11 Leatherman Golf (Offsite) P-4 3.2%13.4% 0.0%83.3%
4/8/15 13:17 Leatherman Golf (Offsite) P-3 0.0%8.2% 6.0%85.7%
4/8/15 13:30 Leatherman Golf (Offsite) P-2 0.0%11.1% 8.7%80.1%
4/8/15 13:38 Leatherman Golf (Offsite) P-1 0.0%15.5% 2.4%81.8%
4/8/15 13:49 HWY 49 Boundary 25 0.0%1.6% 18.5%79.8%
4/8/15 13:59 HWY 49 Boundary 28 0.0%5.2% 11.0%83.6%
4/8/15 14:02 HWY 49 Boundary 27 23.8% 15.0% 0.0%61.2%
4/8/15 14:05 HWY 49 Boundary 29 0.0%5.3% 5.8%88.9%
4/8/15 14:08 HWY 49 Boundary 30 0.0%2.9% 14.0%83.1%
4/8/15 14:19 South Tryon St (HWY 49) SD-37 0.0% 0.0% 20.8% 79.0%
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% 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 Tyvola 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 Maintenance Building BP-9 0.0%2.3% 17.3%80.3%
4/24/15 13:03 NE Boundary Offsite JC School Atrium 0.0% 0.0% 20.6% 79.2%
4/24/15 13:07 NE Boundary Offsite S-5 1.0%8.8% 8.6%81.0%
4/24/15 13:10 NE Boundary Offsite BP-6 0.0%6.0% 11.8%82.2%
4/24/15 13:15 NE Boundary Offsite BP-7 0.0%1.6% 19.4%79.0%
4/24/15 13:19 NE Boundary Offsite S-6 0.0% 0.5% 20.6% 78.9%
4/24/15 13:32 NE Boundary Offsite S-7 0.0%11.0% 3.1%85.7%
4/24/15 13:35 NE Boundary Offsite BP-5 0.0%2.8%19.7% 77.5%
4/24/15 13:44 NE Boundary Offsite S-4 0.0% 1.0%19.0%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%18.4%80.7%
4/24/15 13:51 NE Boundary Offsite S-1 0.0%2.0% 15.3%81.8%
4/24/15 14:00 NE Boundary Offsite BP-8 0.0%2.9% 19.4%77.5%
5/21/15 15:45 NE Boundary Offsite JC School Atrium 0.0% 0.1% 21.3% 78.5%
5/21/15 15:55 NE Boundary Offsite BP-6 1.2%13.4% 3.5%81.7%
5/21/15 15:55 NE Boundary Offsite S-5 0.1% 1.1% 19.5% 79.3%
5/21/15 15:57 NE Boundary Offsite BP-7 4.9%16.9% 0.3%77.4%
5/21/15 15:59 NE Boundary Offsite S-6 0.1%3.9%18.7%77.0%
5/21/15 16:02 NE Boundary Offsite S-7 0.2%4.7% 9.2%85.7%
5/21/15 16:05 NE Boundary Offsite BP-5 0.2%14.4% 1.9%83.5%
5/21/15 16:22 NE Boundary Offsite S-1 0.1% 1.3% 19.7% 78.8%
5/21/15 16:24 NE Boundary Offsite S-2 0.1% 0.6% 20.1% 79.2%
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 14:15 NE Boundary Offsite JC School Atrium 0.0% 0.0% 20.3% 79.5%
7/6/15 14:25 NE Boundary Offsite S-5 0.0%4.9% 15.7%79.2%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 46 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
7/6/15 14:27 NE Boundary Offsite BP-6 0.0%5.0% 13.1%81.8%
7/6/15 14:29 NE Boundary Offsite BP-7 0.0% 0.4% 19.7% 79.8%
7/6/15 14:33 NE Boundary Offsite S-6 0.0%1.9% 18.3%79.8%
7/6/15 14:35 NE Boundary Offsite S-7 0.0%2.9% 15.0%82.1%
7/6/15 14:37 NE Boundary Offsite BP-5 0.0%1.9% 18.8%79.2%
7/6/15 15:04 NE Boundary Offsite S-1 0.0%2.1% 18.5%79.2%
7/6/15 15:06 NE Boundary Offsite S-2 0.0% 1.0%18.7%80.2%
7/6/15 15:08 NE Boundary Offsite S-4 0.0% 0.3%19.0%80.6%
7/6/15 15:10 NE Boundary Offsite S-3 0.0%1.5% 19.0%79.4%
7/6/15 15:12 NE Boundary Offsite BP-8 0.0% 1.0%18.9%80.0%
7/21/15 8:08 Baseball Fields Parking Lot SD-01 0.0% 0.1% 20.7% 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 Rightfield 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% 0.0% 20.6% 79.2%
7/21/15 9:22 Baseball Field Scoreboards BSB-5 1.2%3.1% 18.1%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%2.1%19.7% 77.1%
7/21/15 9:38 Baseball Fields Parking Lot SD-07 0.0% 0.4% 20.5% 79.0%
7/21/15 9:40 Soccer Light Poles SLP-03 8.1% 6.9% 16.2%68.5%
7/21/15 9:42 Baseball Field Light Poles BLP-27 0.0% 0.0% 20.6% 79.3%
7/21/15 10:10 Baseball Field Light Poles BLP-10 16.1% 11.8% 14.0%58.3%
7/21/15 10:12 Baseball Field 4 Leftfield SD-23 0.0% 0.0% 20.7% 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%2.9% 18.6%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 0.0% 0.0% 21.0% 79.0%
7/21/15 10:28 Soccer Light Poles SLP-04 1.0%2.6% 18.3%78.0%
7/21/15 10:30 Soccer Field 1 SD-10 0.0% 0.3% 20.9% 78.7%
7/21/15 10:32 Soccer Light Poles SLP-05 5.8% 5.3% 17.4%71.3%
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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 47 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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%19.2%79.5%
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 Parking Lot SD-05 0.0% 0.3% 19.8% 79.8%
7/21/15 13:31 Baseball Fields Parking 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%17.8%81.3%
7/21/15 13:55 NE Boundary Passive MP-15 0.0% 0.0%17.8%82.1%
7/21/15 14:00 NE Boundary Passive MP-16 0.3%9.0% 8.9%81.8%
7/21/15 14:09 NE Boundary Passive MP-17 3.2%26.7% 1.8%67.9%
7/21/15 14:15 NE Boundary Offsite JC School Atrium 0.0% 0.1%18.5%81.3%
7/21/15 14:19 NE Boundary Offsite BP-5 0.0%1.9% 17.3%81.7%
7/21/15 14:30 NE Boundary Offsite S-5 0.0% 1.2%11.7%79.1%
7/21/15 14:35 NE Boundary Offsite BP-6 0.0%5.0% 13.0%81.7%
7/21/15 14:39 NE Boundary Offsite BP-7 0.0% 0.8% 19.7% 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%8.1% 10.0%82.0%
7/21/15 15:15 NE Boundary Offsite BP-2 0.0%6.5% 14.3%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%3.2% 17.1%79.6%
7/21/15 15:38 NE Boundary Offsite S-3 0.0% 0.1% 20.6% 79.3%
7/21/15 15:41 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%19.1%80.1%
7/21/15 15:46 NE Boundary Offsite S-2 0.0%3.2% 17.0%79.5%
7/21/15 15:50 NE Boundary Offsite S-1 0.0%3.7% 13.4%81.9%
7/21/15 16:00 NE Boundary Passive MP-48 0.0% 0.2% 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 Rightfield 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% 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%
7/22/15 9:06 Clubhouse Active SCV-7 0.0% 0.0% 21.3% 78.6%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 48 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Tyvola Rd Tunnel 0.0% 0.0% 21.5% 78.4%
7/22/15 10:43 Maintenance Building BP-9 0.0%5.4% 14.2%80.3%
7/22/15 10:56 Maintenance Building SD-32 0.0% 0.1% 21.1% 78.7%
7/22/15 11:13 Tyvola 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 Leatherman Golf (Offsite) P-3 0.0%6.6% 14.4%78.8%
7/22/15 11:51 Leatherman Golf (Offsite) P-4 0.8%12.2% 5.9%81.1%
7/22/15 11:59 Leatherman Golf (Offsite) P-2 0.0%3.2% 17.3%79.3%
7/22/15 12:03 Leatherman Golf (Offsite) P-1 0.0%7.3% 13.2%79.4%
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%14.2% 6.2%79.7%
7/22/15 13:33 HWY 49 Boundary RW-B 0.0%3.7% 17.7%78.7%
7/22/15 13:36 HWY 49 Boundary RW-C 33.4% 29.6% 1.9%34.9%
7/22/15 13:41 HWY 49 Boundary RW-D 0.0% 0.4% 21.3% 78.4%
7/22/15 13:46 HWY 49 Boundary 25 0.0%1.6% 19.0%79.4%
7/22/15 13:50 HWY 49 Boundary 24 35.1% 21.0% 1.9%44.7%
7/22/15 13:54 HWY 49 Boundary 23 0.0%1.8% 19.1%79.0%
7/22/15 14:00 HWY 49 Boundary 22 68.4% 24.1% 1.1%5.1%
7/22/15 14:05 HWY 49 Boundary 21 56.8% 23.7% 0.8%19.3%
7/22/15 14:14 HWY 49 Boundary 11 0.0%14.7% 9.6%75.4%
7/22/15 14:17 HWY 49 Boundary 10 13.9% 25.0% 5.7%54.5%
7/22/15 14:43 HWY 49 Boundary 6 0.0%8.8% 12.2%78.9%
7/22/15 14:46 HWY 49 Boundary 5 0.0%4.5% 16.1%79.2%
7/22/15 14:59 HWY 49 Boundary 4 0.0%3.9% 16.8%79.1%
7/22/15 15:01 HWY 49 Boundary 3 0.0%3.7% 17.4%78.9%
7/22/15 15:04 HWY 49 Boundary 2 0.0%5.7% 15.0%78.9%
7/22/15 15:07 South Tryon St (HWY 49) SD-38 0.0% 0.3% 21.0% 78.7%
7/22/15 15:18 South Tryon St (HWY 49) SD-37 0.0% 0.0% 21.2% 78.7%
7/22/15 15:20 NE Boundary Passive MP-20 31.2% 27.2% 6.3%33.9%
7/22/15 15:52 NE Boundary Passive EW-1 57.0% 39.6% 0.7%2.3%
7/22/15 15:52 NE Boundary Passive EW-2 56.6% 41.2% 0.5%2.2%
7/22/15 16:02 NE Boundary Passive EW-3 55.7% 40.7% 0.5%3.9%
7/22/15 16:49 NE Boundary Passive MP-31 55.1% 43.3% 0.9%1.3%
7/22/15 17:17 NE Boundary Passive MP-32 56.2% 42.2% 0.6%1.1%
7/22/15 17:58 NE Boundary Active NE System 0.4%2.4% 19.3%77.7%
7/23/15 9:15 NE Boundary Passive GP-8 28.5%29.2%0.3%41.9%
7/23/15 9:51 NE Boundary Passive GP-6 0.0%6.2% 18.8%74.8%
7/23/15 9:53 NE Boundary Passive MP-46 0.0%2.4%19.9% 77.7%
7/23/15 10:09 NE Boundary Passive MP-45 0.0% 1.0% 20.3% 78.7%
7/23/15 10:23 NE Boundary Passive GP-4S 0.0% 0.4% 20.6% 79.0%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 49 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 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% 0.8% 20.3% 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%11.5% 10.4%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% 0.7% 19.8% 79.3%
8/7/15 10:04 NE Boundary Active SU-08 0.2% 1.0%19.4%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%19.3%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%4.0% 16.4%79.5%
8/7/15 11:32 NE Boundary Passive H-4 0.1%2.9%19.7% 77.3%
8/7/15 12:25 NE Boundary Offsite BP-5 0.0% 1.0% 19.8% 79.2%
8/7/15 12:31 NE Boundary Offsite S-5 0.0%7.4% 12.4%80.2%
8/7/15 12:37 NE Boundary Offsite BP-6 0.0%6.3% 15.7%78.0%
8/7/15 12:40 NE Boundary Offsite BP-7 0.0%3.4% 18.4%78.2%
8/7/15 12:44 NE Boundary Offsite S-6 0.0%2.3% 18.5%79.2%
8/7/15 12:50 NE Boundary Offsite S-7 0.0%9.5% 5.6%84.9%
8/7/15 12:54 NE Boundary Offsite JC School Atrium 0.0%6.8% 18.7%74.5%
8/7/15 12:58 NE Boundary Offsite S-1 0.0% 1.3% 20.0% 78.6%
8/7/15 13:00 NE Boundary Offsite S-2 0.0% 0.8%19.3%79.8%
8/7/15 13:02 NE Boundary Offsite S-3 0.0% 0.6% 20.1% 79.4%
8/7/15 13:03 NE Boundary Offsite S-4 0.0% 0.9%18.4%80.7%
8/7/15 13:05 NE Boundary Offsite BP-8 0.0%1.6% 19.3%79.0%
8/7/15 13:16 NE Boundary Passive MP-20 35.8% 21.7% 6.1%36.4%
8/7/15 13:20 NE Boundary Passive MP-31 56.0% 40.4% 0.5%3.1%
8/7/15 13:33 NE Boundary Passive GP-8 3.4%14.2% 16.0%66.4%
8/7/15 13:35 NE Boundary Passive MP-48 1.0%8.1% 17.8%73.1%
8/7/15 13:39 NE Boundary Passive MP-46 0.0%1.9% 18.3%79.8%
8/7/15 13:44 NE Boundary Passive GP-6 0.0%5.6% 10.5%83.9%
8/7/15 13:49 NE Boundary Passive MP-45 0.0% 1.2%18.8%80.0%
8/7/15 13:54 NE Boundary Passive MP-32 56.7% 37.9% 0.6%4.8%
8/7/15 14:00 NE Boundary Passive GP-4S 46.6% 32.0% 2.7%18.7%
8/7/15 14:02 NE Boundary Passive GP-4D 35.2% 22.5% 7.1%35.2%
8/7/15 14:08 NE Boundary Passive GP-1L 37.1% 26.9% 5.2%30.8%
8/7/15 14:10 NE Boundary Passive GP-1M 52.4% 36.9% 1.5%9.2%
8/7/15 14:14 NE Boundary Passive GP-1S 26.0% 17.0% 10.5%46.5%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 50 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
9/1/15 16:07 NE Boundary Offsite BP-5 0.0%2.2% 18.1%79.7%
9/1/15 16:14 NE Boundary Offsite S-5 0.0% 0.0% 20.4% 79.5%
9/1/15 16:19 NE Boundary Offsite BP-6 0.0%6.4% 10.9%82.5%
9/1/15 16:24 NE Boundary Offsite BP-7 0.0%1.6% 18.2%80.2%
9/1/15 16:26 NE Boundary Passive MP-36 0.0% 0.0% 19.8% 80.1%
9/1/15 16:28 NE Boundary Offsite S-6 0.0%1.4% 18.5%80.0%
9/1/15 16:33 NE Boundary Offsite S-7 0.0%13.3% 5.4%81.2%
9/1/15 16:45 NE Boundary Passive H-4 0.0% 0.6% 19.5% 79.8%
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%7.9% 13.6%78.4%
9/1/15 17:14 NE Boundary Passive MP-20 35.2% 26.8% 5.4%32.6%
9/1/15 17:14 NE Boundary Passive MP-31 56.1% 39.0% 2.0%3.3%
9/1/15 17:34 NE Boundary Passive MP-32 56.5% 40.2% 1.8%2.5%
9/2/15 8:20 NE Boundary Active SU-03R 0.0% 0.2% 20.7% 79.0%
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 NE Boundary Active SU-06 0.1%1.6% 19.1%79.1%
9/2/15 9:44 NE Boundary Passive MP-48 0.0% 0.7% 19.6% 79.5%
9/2/15 9:48 NE Boundary Passive GP-8 16.0% 27.4% 5.1%51.7%
9/2/15 9:58 NE Boundary Active SU-07 0.0%1.7% 18.8%79.4%
9/2/15 10:09 NE Boundary Passive GP-6 0.0%2.2% 16.5%81.2%
9/2/15 10:15 NE Boundary Passive MP-46 0.0% 0.9% 19.5% 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 NE Boundary Passive GP-4D 38.4% 24.6% 6.2%30.3%
9/2/15 10:40 NE Boundary Passive GP-4S 50.1% 32.6% 2.3%14.9%
9/2/15 10:50 NE Boundary Active SU-08 0.0% 1.0%19.2%79.8%
9/2/15 11:01 NE Boundary Passive GP-1L 0.0% 0.0% 20.3% 79.6%
9/2/15 11:05 NE Boundary Passive GP-1M 36.1% 27.4% 3.7%31.4%
9/2/15 11:10 NE Boundary Passive GP-1S 0.0% 0.1% 20.1% 79.7%
9/2/15 12:21 NE Boundary Active SU-09 0.0% 0.6%19.2%80.1%
9/2/15 12:38 NE Boundary Active SU-10 0.0% 0.4%19.2%80.3%
9/2/15 12:48 NE Boundary Active SU-10 0.0% 0.4%19.3%80.2%
9/2/15 12:59 NE Boundary Active SU-01 0.0% 0.1% 19.8% 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%18.8%81.0%
9/2/15 13:40 NE Boundary Active SU-00 0.0% 0.0%19.1%80.9%
9/2/15 13:42 NE Boundary Active SU-11 0.0% 0.0%19.0%80.9%
9/2/15 13:48 NE Boundary Passive MP-39 0.0% 0.0%19.0%81.0%
9/2/15 13:55 NE Boundary Active NE System 0.0% 0.6%18.2%81.2%
9/4/15 14:00 NE Boundary Active NE System 0.0% 0.9%19.1%79.8%
9/4/15 14:05 NE Boundary Passive MP-39 0.0% 0.1% 20.0% 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% 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-1L 60.0% 35.4% 1.2%2.2%
9/4/15 15:34 NE Boundary Passive GP-1M 56.3% 34.0% 0.8%8.2%
9/4/15 15:43 NE Boundary Passive GP-1S 28.2% 19.5% 10.0%45.8%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 51 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
9/4/15 15:55 NE Boundary Offsite BP-5 0.0%2.8% 18.4%78.9%
9/4/15 15:58 NE Boundary Offsite S-5 0.0%5.8% 13.6%80.6%
9/4/15 16:02 NE Boundary Offsite BP-6 0.0%5.3% 14.1%80.6%
9/4/15 16:06 NE Boundary Offsite BP-7 0.0%1.8% 18.7%79.6%
9/4/15 16:09 NE Boundary Offsite S-6 0.0% 1.1%19.1%79.8%
9/4/15 16:13 NE Boundary Offsite S-7 0.0%8.3% 10.5%81.3%
9/11/15 13:25 NE Boundary Passive MP-39 0.1% 0.1% 20.8% 79.1%
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%
9/11/15 13:40 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 0.1%2.9% 15.4%81.6%
9/11/15 14:37 NE Boundary Active SU-09 0.1% 1.1% 19.5% 79.3%
9/11/15 14:52 NE Boundary Passive GP-1L 54.4% 36.1% 1.8%7.8%
9/11/15 14:55 NE Boundary Passive GP-1M 40.5% 28.8% 3.4%27.3%
9/11/15 14:59 NE Boundary Passive GP-1S 17.8% 12.4% 13.5%56.3%
9/11/15 15:02 NE Boundary Active SU-08 0.5%2.8% 18.5%78.2%
9/11/15 15:16 NE Boundary Passive MP-32 56.0% 42.3% 0.8%1.0%
9/11/15 15:23 NE Boundary Passive GP-4D 53.1% 33.4% 1.2%12.3%
9/11/15 15:25 NE Boundary Passive GP-4S 53.0% 35.6% 0.8%10.6%
9/11/15 15:37 NE Boundary Offsite JC School Atrium 0.3% 0.2% 20.4% 79.1%
9/11/15 15:43 NE Boundary Offsite BP-5 0.2%2.4% 18.3%79.0%
9/11/15 15:47 NE Boundary Offsite S-5 0.2%10.7% 9.8%79.3%
9/11/15 15:50 NE Boundary Offsite BP-6 0.2%6.2% 15.7%77.9%
9/11/15 15:52 NE Boundary Offsite BP-7 0.1% 1.3%19.1%79.4%
9/11/15 15:55 NE Boundary Offsite S-6 0.2%2.6% 18.0%79.1%
9/11/15 15:59 NE Boundary Offsite S-7 0.2%15.2% 6.1%78.6%
9/11/15 16:17 NE Boundary Offsite S-1 0.2%4.2% 14.5%81.2%
9/11/15 16:19 NE Boundary Offsite S-2 0.1%1.8% 19.3%78.7%
9/11/15 16:21 NE Boundary Offsite S-3 0.1% 0.2% 20.7% 78.9%
9/11/15 16:22 NE Boundary Offsite S-4 0.0%1.7% 18.7%79.5%
9/11/15 16:25 NE Boundary Offsite BP-8 0.1% 1.3% 20.2% 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%1.5% 19.0%79.2%
9/11/15 17:02 NE Boundary Passive GP-6 0.1%10.6% 5.8%83.6%
9/11/15 17:07 NE Boundary Active SU-07 0.4%2.7% 17.6%79.3%
9/11/15 17:12 NE Boundary Passive MP-31 56.0% 41.4% 1.2%1.5%
9/11/15 17:20 NE Boundary Passive MP-20 38.1% 27.9% 4.2%29.9%
9/11/15 17:24 NE Boundary Passive MP-48 0.3%2.5% 19.1%78.2%
9/11/15 17:27 NE Boundary Passive GP-8 8.5%18.4%11.7%61.4%
9/11/15 17:37 NE Boundary Active SU-06 0.9%3.1% 17.6%78.5%
9/11/15 17:44 NE Boundary Active SU-05 0.1% 0.8% 20.0% 79.1%
9/11/15 17:50 NE Boundary Active SU-03R 0.1% 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 NE Boundary Active SU-06 0.2%2.2% 18.0%79.5%
9/18/15 10:00 NE Boundary Active SU-07 0.1% 1.3%17.9%80.7%
9/18/15 10:15 NE Boundary Active SU-08 0.2% 0.9%19.1%79.9%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 52 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
9/18/15 11:00 NE Boundary Active NE System 0.0% 0.2% 20.5% 79.3%
9/18/15 11:15 NE Boundary Active NE System 0.0% 0.5% 20.1% 79.2%
9/18/15 13:03 NE Boundary Active SU-09 0.0% 0.3% 19.8% 80.0%
9/18/15 13:23 NE Boundary Active SU-02 0.0% 0.3%19.3%80.3%
9/18/15 14:08 NE Boundary Active SU-05 0.0% 0.0% 19.8% 80.0%
9/18/15 14:40 NE Boundary Passive GP-1L 53.4% 21.2% 4.7%20.8%
9/18/15 14:42 NE Boundary Passive GP-1M 44.5% 29.6% 3.9%22.0%
9/18/15 14:44 NE Boundary Passive GP-1S 37.2% 18.7% 8.3%35.9%
9/18/15 14:50 NE Boundary Active SU-08 0.5%2.4% 17.9%79.3%
9/18/15 16:30 Baseball Field Light Poles BLP-05 0.1% 0.9% 19.7% 79.3%
9/18/15 16:45 Soccer Light Poles SLP-05 0.4%2.0% 17.8%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 BP-6 0.0%4.0% 15.1%81.0%
10/2/15 7:33 NE Boundary Offsite BP-7 0.0% 0.0% 21.2% 78.7%
10/2/15 7:38 NE Boundary Offsite S-6 0.0% 0.1% 21.2% 78.7%
10/2/15 7:49 NE Boundary Offsite S-7 0.0%9.3% 6.8%83.9%
10/2/15 7:51 NE Boundary Passive H-4 0.0%1.5%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 Boundary Passive MP-17 0.0%4.2% 16.9%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% 21.1% 78.8%
10/2/15 9:00 NE Boundary Passive MP-20 35.1% 21.5% 5.5%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 NE Boundary Passive MP-31 55.8% 40.6% 1.2%2.4%
10/2/15 9:15 NE Boundary Active SU-07 0.2% 0.4%17.1%82.3%
10/2/15 9:23 NE Boundary Passive GP-6 0.0%5.8% 12.9%81.3%
10/2/15 9:25 NE Boundary Active SU-06 0.8% 0.4%18.2%80.6%
10/2/15 9:29 NE Boundary Passive MP-46 0.0%2.1% 19.2%78.7%
10/2/15 9:31 NE Boundary Passive MP-45 0.1% 0.6% 20.1% 79.2%
10/2/15 9:33 NE Boundary Passive MP-48 0.0%7.9% 19.0%73.1%
10/2/15 9:35 NE Boundary Passive GP-8 14.1% 14.0% 8.3%63.6%
10/2/15 9:47 NE Boundary Active SU-02 0.3% 0.6% 20.2% 78.9%
10/2/15 9:59 NE Boundary Passive GP-4D 31.7% 22.7% 8.8%36.8%
10/2/15 10:02 NE Boundary Passive GP-4S 38.3% 31.8% 6.5%23.4%
10/2/15 10:07 NE Boundary Passive MP-32 56.4% 37.7% 1.0%4.9%
10/2/15 10:28 NE Boundary Active SU-08 0.3%1.6%19.6% 78.6%
10/2/15 10:40 NE Boundary Passive GP-1L 32.2% 26.7% 7.9%33.2%
10/2/15 10:46 NE Boundary Passive GP-1M 32.3% 37.1% 7.0%23.6%
10/2/15 10:49 NE Boundary Passive GP-1S 11.0% 16.8% 16.0%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%17.6%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 NE Boundary Active SU-01 0.1% 0.2%18.7%81.0%
10/2/15 11:56 NE Boundary Active SU-01 0.0% 0.6% 20.3% 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% 0.6% 22.2% 77.2%
10/2/15 12:30 NE Boundary Active SU-00 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 NE Boundary Passive EW-3 57.1% 39.5% 0.7%2.1%
10/2/15 13:09 NE Boundary Passive EW-2 58.7% 41.3% 0.0%0.0%
10/2/15 13:12 NE Boundary Passive EW-1 58.2% 41.7% 0.1%0.1%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 53 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
10/27/15 8:20 Baseball Fields Parking Lot SD-01 0.0% 0.4% 25.1% 74.6%
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%
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 Rightfield SD-20 0.0% 0.4% 25.3% 74.4%
10/27/15 9:13 Baseball Field Light Poles BLP-11 0.0%4.6%22.9% 72.6%
10/27/15 9:20 Baseball Fields Parking Lot SD-05 0.0%2.2%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 Rightfield 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 54 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 0.0% 0.4% 25.4% 74.3%
10/27/15 12:53 Soccer Field 1 SD-10 0.0% 0.5% 25.4% 74.2%
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 Parking 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 Light 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%1.6%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%2.9% 18.5%77.4%
10/27/15 14:43 NE Boundary Active NE System 0.0%2.0%24.0% 74.1%
10/27/15 14:46 NE Boundary Active NE System 0.0%1.8%24.1% 74.2%
10/27/15 14:53 NE Boundary Passive NEB-PZ-3 0.1%1.6% 15.2%82.8%
10/27/15 14:59 NE Boundary Passive NEB-PZ-2 3.2%1.7% 18.9%76.1%
10/27/15 15:06 NE Boundary Passive EW-3 60.7% 37.2% 4.5%0.0%
10/27/15 15:13 NE Boundary Passive EW-2 59.3% 37.2% 3.0%0.3%
10/27/15 15:18 NE Boundary Passive EW-1 61.5% 37.5% 2.5%0.1%
10/27/15 15:27 NE Boundary Passive NEB-PZ-1 3.9%4.8% 17.2%73.9%
10/27/15 15:48 NE Boundary Offsite JC School Atrium 0.0% 0.5% 24.6% 75.0%
10/27/15 15:52 NE Boundary Offsite BP-5 0.1% 0.0% 25.1% 74.7%
10/27/15 15:56 NE Boundary Offsite S-5 1.1%6.0% 14.0%78.2%
10/27/15 15:59 NE Boundary Offsite BP-6 0.1%3.2% 17.2%79.4%
10/27/15 16:02 NE Boundary Offsite BP-7 0.0%1.9%23.4% 74.8%
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 S-7 0.1%8.2% 8.5%82.9%
10/27/15 16:27 NE Boundary Offsite S-1 0.0%3.2% 19.3%77.6%
10/27/15 16:31 NE Boundary Offsite S-2 0.0% 1.2% 22.4% 76.5%
10/27/15 16:34 NE Boundary Offsite S-3 0.0% 1.1% 24.8% 74.2%
10/27/15 16:36 NE Boundary Offsite S-4 0.0%1.8%23.0% 75.3%
10/27/15 16:40 NE Boundary 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% 24.0% 74.8%
10/28/15 8:20 Clubhouse Active SCV-1 0.0%3.2%23.9% 73.0%
10/28/15 8:24 Clubhouse Active SCV-2 0.0% 0.3% 25.7% 74.1%
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 Tyvola Rd Tunnel 0.0% 0.7% 25.0% 74.4%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 55 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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%2.7%21.3% 76.1%
10/28/15 11:02 Tyvola Rd SD-39 0.0% 0.4% 24.7% 75.0%
10/28/15 11:20 Leatherman Golf (Offsite) P-1 0.1%12.7% 7.8%79.0%
10/28/15 11:25 Leatherman Golf (Offsite) P-2 0.1%8.3% 14.1%77.3%
10/28/15 11:32 Leatherman Golf (Offsite) P-3 0.1%5.4% 11.4%82.9%
10/28/15 11:37 Leatherman Golf (Offsite) P-4 3.3%10.6% 5.4%80.5%
10/28/15 11:48 Leatherman Golf (Offsite) LGFD-02 0.0% 0.4% 25.3% 74.4%
10/28/15 11:53 Leatherman Golf (Offsite) LGFD-01 0.1% -2.8% 26.5% 75.9%
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% 0.1%19.4%80.3%
10/28/15 13:32 HWY 49 Boundary 29 0.1%2.5% 11.2%86.1%
10/28/15 13:37 South Tryon St (HWY 49) SD-36 0.0% 0.4% 24.7% 75.0%
10/28/15 13:41 HWY 49 Boundary 28 0.1%2.4% 16.4%80.8%
10/28/15 13:46 HWY 49 Boundary 27 23.9% 12.2% 5.4%58.4%
10/28/15 13:50 HWY 49 Boundary RW-B 35.9% 10.5% 14.4%39.1%
10/28/15 13:53 HWY 49 Boundary RW-C 18.0% 17.1% 7.0%58.2%
10/28/15 13:56 HWY 49 Boundary RW-D 0.0%1.7%25.4% 73.0%
10/28/15 14:02 HWY 49 Boundary 25 0.0% 0.1% 22.5% 77.4%
10/28/15 14:08 HWY 49 Boundary 24 80.4% 14.8% 4.5%0.0%
10/28/15 14:12 HWY 49 Boundary 23 0.2%5.3% 9.4%85.1%
10/28/15 14:17 HWY 49 Boundary 22 69.3% 25.4% 4.5%0.0%
10/28/15 14:26 HWY 49 Boundary 21 74.2% 22.7% 4.5%0.0%
10/28/15 14:35 HWY 49 Boundary 11 38.6% 26.6% 5.4%29.2%
10/28/15 14:42 HWY 49 Boundary 10 47.4% 31.9% 5.4%14.9%
10/28/15 14:52 HWY 49 Boundary 2 0.1%11.4% 13.1%75.2%
10/28/15 14:56 HWY 49 Boundary 3 0.1%6.3% 16.3%77.0%
10/28/15 15:05 HWY 49 Boundary 4 0.1%7.5% 15.4%76.8%
10/28/15 15:10 HWY 49 Boundary 5 0.1%6.5% 16.5%76.5%
10/28/15 15:14 HWY 49 Boundary 6 0.1%10.7% 11.5%77.2%
10/28/15 15:24 HWY 49 Boundary 7 2.2%12.8% 9.7%74.5%
10/28/15 15:36 South Tryon St (HWY 49) SD-37 0.0% 0.5% 24.8% 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 16:01 NE Boundary Offsite JC School Atrium 0.0% 0.2% 20.7% 79.0%
11/30/15 16:04 NE Boundary Offsite BP-5 0.0%1.9% 18.5%79.5%
11/30/15 16:08 NE Boundary Offsite S-5 0.0%10.8% 8.0%81.7%
11/30/15 16:13 NE Boundary Offsite BP-6 0.0%8.0% 10.2%81.9%
11/30/15 16:16 NE Boundary Offsite BP-7 0.0%3.0%19.6% 77.7%
11/30/15 16:40 NE Boundary Offsite S-6 0.0% 1.1% 20.4% 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%14.2% 1.1%80.5%
1/4/16 15:36 NE Boundary Offsite BP-6 0.0%4.9% 18.9%76.0%
1/4/16 15:39 NE Boundary Offsite BP-7 0.0% 0.5% 20.6% 78.7%
1/4/16 15:40 NE Boundary Offsite S-6 0.0% 0.1% 21.0% 78.9%
1/4/16 16:04 NE Boundary Offsite JC School Atrium 0.0% 0.1% 21.4% 78.4%
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 NE Boundary Offsite S-3 0.1%7.5% 10.0%82.4%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 56 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
1/4/16 16:17 NE Boundary Offsite S-4 0.0% 0.1% 21.3% 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% 0.2% 22.0% 77.9%
1/20/16 8:50 Baseball Field Light Poles BLP-02 0.0% 0.3% 21.9% 77.9%
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 Rightfield SD-20 0.0% 0.3% 21.9% 77.9%
1/20/16 9:13 Baseball Field Light Poles BLP-11 0.0%4.5%19.5% 76.1%
1/20/16 9:15 Baseball Field Light Poles BLP-12 0.0% 0.1% 20.4% 79.5%
1/20/16 9:17 Baseball Fields Parking Lot SD-05 0.0% 0.4% 20.3% 79.4%
1/20/16 9:20 Baseball Fields Parking 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% 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% 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% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 57 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Rightfield 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 0.0% 0.3% 22.0% 77.8%
1/20/16 12:33 Soccer Light Poles SLP-10 0.0% 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%
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 NE Boundary Passive MP-14 0.0%2.2% 18.0%79.7%
1/20/16 14:48 NE Boundary Passive MP-15 0.0% 1.2% 20.6% 78.3%
1/20/16 15:00 NE Boundary Passive MP-16 4.4%14.8% 1.0%79.4%
1/20/16 15:10 NE Boundary Active NE System 0.3% 1.1% 20.1% 78.1%
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 0.2% 0.6% 20.8% 78.4%
1/20/16 15:23 NE Boundary Passive NEB-PZ-2 38.8% 28.3% 5.1%27.4%
1/20/16 15:30 NE Boundary Passive EW-3 58.7% 38.6% 0.5%2.3%
1/20/16 15:35 NE Boundary Passive EW-2 59.3% 37.1% 0.0%3.9%
1/20/16 15:44 NE Boundary Passive EW-1 61.5% 37.4% 0.0%3.7%
1/20/16 16:05 NE Boundary Passive NEB-PZ-1 1.8%5.4% 15.0%77.8%
1/20/16 16:09 NE Boundary Offsite JC School Atrium 0.0% 0.4% 21.2% 78.5%
1/20/16 16:13 NE Boundary Offsite BP-5 0.1% 0.0% 21.7% 78.3%
1/20/16 16:16 NE Boundary Offsite S-5 1.1%5.9% 10.6%81.8%
1/20/16 16:19 NE Boundary Offsite BP-6 0.1%3.1% 13.8%83.0%
1/20/16 16:21 NE Boundary Offsite BP-7 0.0%1.8%20.0% 78.3%
1/20/16 16:25 NE Boundary Offsite S-6 0.0% 0.7% 21.2% 78.2%
1/20/16 16:48 NE Boundary Offsite S-1 0.0%3.1% 15.9%81.1%
1/20/16 16:51 NE Boundary Offsite S-2 0.0% 1.1%19.0%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%1.7%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%19.1%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%3.1%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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 58 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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 Tyvola 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% 78.7%
1/21/16 10:24 Maintenance Building BP-9 0.0%2.6% 17.9%79.6%
1/21/16 11:02 Tyvola Rd SD-39 0.0% 0.3% 21.3% 78.5%
1/21/16 11:20 Leatherman Golf (Offsite) P-1 0.1%12.6% 4.4%82.6%
1/21/16 11:25 Leatherman Golf (Offsite) P-2 0.0%8.2% 10.7%80.9%
1/21/16 11:32 Leatherman Golf (Offsite) P-3 0.1%5.3% 8.0%86.5%
1/21/16 11:37 Leatherman Golf (Offsite) P-4 2.8%10.5% 2.0%84.1%
1/21/16 11:48 Leatherman Golf (Offsite) LGFD-02 0.0% 0.3% 21.9% 77.9%
1/21/16 11:53 Leatherman Golf (Offsite) LGFD-01 0.1%2.7% 19.2%79.5%
1/21/16 12:00 NE Boundary Passive MP-17 0.0% 1.1% 19.7% 79.0%
1/21/16 12:05 NE Boundary Passive MP-20 33.3% 22.8% 5.9%37.9%
1/21/16 12:10 NE Boundary Passive MP-31 55.8% 40.6% 1.2%2.4%
1/21/16 12:12 NE Boundary Passive MP-32 23.2% 15.2% 7.5%53.5%
1/21/16 12:20 NE Boundary Active SU-00 0.0% 0.3% 20.5% 79.2%
1/21/16 12:23 NE Boundary Active SU-01 0.2% 0.1% 19.8% 80.0%
1/21/16 12:26 NE Boundary 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%1.4% 18.7%81.0%
1/21/16 12:35 NE Boundary Active SU-03R 0.0% 0.0% 21.1% 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 NE Boundary Passive GP-4D 32.6% 17.5% 8.4%41.5%
1/21/16 12:44 NE Boundary Passive GP-4S 48.9% 30.0% 2.4%19.0%
1/21/16 12:46 NE Boundary Active SU-06 0.8% 0.4%17.1%82.3%
1/21/16 12:48 NE Boundary Active SU-07 0.2% 0.4%18.2%80.6%
1/21/16 12:51 NE Boundary Active SU-08 0.3%2.0%19.6% 79.1%
1/21/16 12:53 NE Boundary Active SU-09 0.1% 1.2% 20.3% 78.5%
1/21/16 12:56 NE Boundary Passive VMP-3 50.4% 23.9% 2.5%23.8%
1/21/16 12:58 NE Boundary Passive VMP-2 5.0% 5.0% 18.6%71.2%
1/21/16 13:00 NE Boundary Passive VMP-1 55.8% 36.8% 1.2%6.3%
1/21/16 13:10 South Tryon St (HWY 49) SD-33 0.0% 0.3% 21.5% 78.3%
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%16.0%83.9%
1/21/16 13:32 HWY 49 Boundary 29 0.1%2.4% 7.8%89.7%
1/21/16 13:37 South Tryon St (HWY 49) SD-36 0.0% 0.3% 21.3% 78.5%
1/21/16 13:41 HWY 49 Boundary 28 0.1%2.3% 13.0%84.4%
1/21/16 13:46 HWY 49 Boundary 27 22.2% 12.1% 2.0%62.0%
1/21/16 13:50 HWY 49 Boundary RW-B 38.8% 10.4% 11.0%42.7%
1/21/16 13:53 HWY 49 Boundary RW-C 23.6% 11.7% 3.6%61.8%
1/21/16 13:56 HWY 49 Boundary RW-D 0.0%1.6%22.0% 76.5%
1/21/16 14:02 HWY 49 Boundary 25 0.0% 0.0%19.1%81.0%
1/21/16 14:08 HWY 49 Boundary 24 61.9% 24.7% 10.1%3.6%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 59 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
1/21/16 14:12 HWY 49 Boundary 23 0.2%5.2% 6.0%88.7%
1/21/16 14:17 HWY 49 Boundary 22 66.7% 25.3% 4.9%3.6%
1/21/16 14:26 HWY 49 Boundary 21 70.3% 22.6% 3.3%3.6%
1/21/16 14:35 HWY 49 Boundary 11 32.5% 26.5% 7.7%32.8%
1/21/16 14:42 HWY 49 Boundary 10 44.0% 31.8% 5.3%18.5%
1/21/16 14:52 HWY 49 Boundary 02 0.1%11.3% 9.7%78.8%
1/21/16 14:56 HWY 49 Boundary 03 0.0%6.2% 12.9%80.6%
1/21/16 15:05 HWY 49 Boundary 04 0.1%7.4% 12.0%80.4%
1/21/16 15:10 HWY 49 Boundary 05 0.1%6.4% 13.1%80.1%
1/21/16 15:14 HWY 49 Boundary 06 0.1%10.6% 8.1%80.8%
1/21/16 15:24 HWY 49 Boundary 07 1.7%12.7% 6.3%78.1%
1/21/16 15:36 South Tryon St (HWY 49) SD-37 0.0% 0.4% 21.4% 78.3%
1/21/16 15:42 South Tryon St (HWY 49) SD-38 0.0% 0.3% 21.4% 78.4%
2/22/16 15:59 NE Boundary Offsite JC School Atrium 0.0% 0.1% 21.6% 78.1%
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%3.6%20.2% 76.2%
2/22/16 16:09 NE Boundary Offsite BP-7 0.0% 0.4% 20.7% 78.9%
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 15:47 NE Boundary Offsite JC School Atrium 0.0% 0.7% 19.8% 79.4%
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%2.3% 16.0%81.7%
3/29/16 16:25 NE Boundary Offsite BP-7 0.0% 0.7%19.3%79.9%
3/29/16 16:28 NE Boundary Offsite BP-6 0.0%4.7% 13.7%81.5%
3/29/16 16:30 NE Boundary Offsite S-5 0.4%8.9% 8.9%81.7%
3/29/16 16:33 NE Boundary Offsite BP-5 0.0%1.4% 19.1%79.5%
3/29/16 16:41 NE Boundary Offsite BP-8 0.0% 0.5%19.1%80.3%
3/29/16 16:44 NE Boundary Offsite S-4 0.0% 0.8% 19.5% 79.5%
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%3.6% 14.2%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 Rightfield 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 60 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Rightfield 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%1.7%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 Baseball Field Light Poles BLP-25 0.0% 0.0% 20.9% 79.0%
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% 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%
4/20/16 12:23 Soccer Fields 3/4 SD-43 0.0% 0.0% 21.1% 78.8%
4/20/16 12:25 Soccer Fields 3/4 SD-42 0.0% 0.0% 21.1% 78.8%
4/20/16 12:27 Soccer Fields 3/4 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% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 61 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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 Parking 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%
4/20/16 15:20 NE Boundary Passive MP-14 0.0%1.4% 18.7%79.8%
4/20/16 15:25 NE Boundary Passive MP-15 0.0%1.6% 18.3%80.0%
4/20/16 15:30 NE Boundary Passive MP-16 3.9%8.7% 7.1%80.2%
4/20/16 15:35 NE Boundary Passive MP-17 0.0% 0.4% 19.7% 79.8%
4/20/16 15:43 NE Boundary Active SU-03R 0.0% 0.4% 21.1% 78.4%
4/20/16 15:51 NE Boundary Passive MP-20 28.9% 19.6% 8.7%41.3%
4/20/16 15:58 NE Boundary Offsite JC School Atrium 0.0% 0.0% 20.6% 79.4%
4/20/16 16:03 NE Boundary Offsite BP-5 0.0% 0.9% 19.7% 79.3%
4/20/16 16:06 NE Boundary Offsite S-5 0.0%5.9% 11.0%82.9%
4/20/16 16:08 NE Boundary Offsite BP-6 0.0%7.0% 9.8%83.1%
4/20/16 16:10 NE Boundary Offsite BP-7 0.0%2.0%19.8% 78.3%
4/20/16 16:12 NE Boundary Offsite S-6 0.0%3.2% 15.3%81.4%
4/20/16 16:15 NE Boundary Offsite S-7 0.0%9.9% 7.3%82.6%
4/20/16 16:25 NE Boundary Offsite S-1 0.0%2.5%20.4% 77.1%
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%1.4%19.6% 78.9%
4/20/16 16:47 NE Boundary Offsite BP-3 0.0%1.5%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%5.0% 15.9%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 1.3%4.5% 16.0%78.2%
4/20/16 17:58 NE Boundary Passive EW-3 55.8% 39.1% 5.0%0.0%
4/20/16 18:05 NE Boundary Passive EW-2 54.7% 40.3% 1.7%2.1%
4/20/16 18:10 NE Boundary Passive EW-1 56.7% 39.5% 0.4%3.1%
4/20/16 18:15 NE Boundary Passive MP-31 55.7% 41.6% 0.2%2.2%
4/20/16 18:25 NE Boundary Active SU-02 0.9%5.0% 18.5%75.6%
4/20/16 18:34 NE Boundary Passive NEB-PZ-2 49.6% 37.9% 1.3%11.4%
4/20/16 18:37 NE Boundary Passive VMP-1 50.8% 35.8% 0.8%12.1%
4/20/16 18:41 NE Boundary Passive VMP-2 40.6% 28.1% 4.6%27.0%
4/20/16 18:45 NE Boundary Passive VMP-3 45.1% 33.0% 3.4%18.1%
4/20/16 18:54 NE Boundary Active NE System 0.6% 0.9% 20.4% 78.2%
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%2.1% 18.1%79.7%
4/20/16 19:04 NE Boundary Active SU-11 0.0% 0.0% 20.0% 80.0%
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% 21.0% 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 NE Boundary Active SU-09 0.5%1.5% 18.7%80.9%
4/20/16 19:47 NE Boundary Passive MP-32 23.8% 14.8% 7.3%53.5%
4/20/16 19:52 NE Boundary Active SU-08 0.6% 1.3%18.7%81.0%
4/21/16 9:40 Clubhouse Active SCV-1 0.0% 0.8% 20.5% 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%
Appendix G
Historical Landfill Gas Monitoring Data
Former York Road Landfill
Charlotte, North Carolina
Geosyntec Consultants of NC, PC Page 62 of 62 May 2016
Date/Time Location ID CH4 CO2 O2 Balance
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% 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%2.1% 17.4%80.4%
4/21/16 11:45 Tyvola 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 (HWY 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%16.9%83.0%
4/21/16 16:10 HWY 49 Boundary 29 0.0%2.3% 13.1%84.3%
4/21/16 16:13 HWY 49 Boundary 28 0.0%2.4% 7.9%89.8%
4/21/16 16:16 HWY 49 Boundary 27 29.9% 6.1% 3.5%63.5%
4/21/16 16:20 South Tryon St (HWY 49) SD-36 0.0% 0.0% 21.1% 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%
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 2.7% 0.3%18.5%78.5%
4/21/16 17:00 HWY 49 Boundary RW-B 24.8% 17.1% 0.9%60.0%
4/21/16 17:02 HWY 49 Boundary RW-C 16.9% 8.8% 19.3%55.1%
4/21/16 17:04 HWY 49 Boundary RW-D 0.0% 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 70.4% 19.6% 6.2%3.6%
4/21/16 17:10 HWY 49 Boundary 23 0.0%6.2% 12.9%80.6%
4/21/16 17:12 HWY 49 Boundary 22 69.3% 25.1% 1.3%3.7%
4/21/16 17:14 HWY 49 Boundary 21 66.7% 24.8% 1.1%5.5%
4/21/16 17:18 South Tryon St (HWY 49) SD-38 0.0% 0.0% 21.0% 78.9%
4/21/16 17:20 HWY 49 Boundary 11 46.8% 31.4% 2.0%19.5%
4/21/16 17:21 HWY 49 Boundary 10 38.7% 26.5% 2.0%32.7%
4/21/16 17:24 HWY 49 Boundary 07 0.0%10.6% 8.2%80.9%
4/21/16 17:28 HWY 49 Boundary 06 0.0%10.5% 8.2%80.9%
4/21/16 17:30 HWY 49 Boundary 05 0.0%6.8% 12.9%80.0%
4/21/16 17:32 HWY 49 Boundary 04 0.0%7.2% 6.0%89.7%
4/21/16 17:35 HWY 49 Boundary 03 0.0%6.3% 13.1%80.2%
4/21/16 17:38 HWY 49 Boundary 02 0.0%11.1% 7.1%79.8%
4/21/16 17:45 Golf Course Parking Lot SD-31 0.0% 0.0% 20.9% 79.1%
4/21/16 17:55 Tyvola Rd Tunnel 0.0% 0.0% 20.7% 79.3%
Notes:
Blank table entries indicate no measurement taken.
CH4 detection below Lower Explosive Limit (LEL), e.g. < 5%
CH4GHWHFWLRQDWRUDERYH/(/HJ
CO2 detection above 1.3%
O2 detection below 19.5%