MO-5120_17439_CA_RMR_20230927_Quarterly Monitoring Report

QUARTERLY MONITORING REPORT

May 11 through August 16, 2023

JacksonLea Facility
1715 Conover Boulevard East
Conover, North Carolina 28613

Incident No. 17439

Prepared for:
Osborn
2350 Salisbury Road
Richmond, Indiana 47374

Prepared by:
CDG, Inc.
4301 Taggart Creek Road
Charlotte, North Carolina 28208

Project No. R055723001

September 27, 2023

Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page ii

TABLE OF CONTENTS
Page
1.0 INTRODUCTION ................................................................................................................... 1
2.0 BACKGROUND INFORMATION .................................................................................... 1
3.0 REMEDIAL SYSTEM OPERATION ............................................................................... 3
4.0 GROUNDWATER/SYSTEM GAUGING AND SAMPLING ................................... 4
4.1 Groundwater Gauging ................................................................................................... 4
4.2 Groundwater Sampling .................................................................................................. 4
4.3 Remediation System Sampling ...................................................................................... 5
5.0 GROUNDWATER/SYSTEM SAMPLING RESULTS ................................................ 5
5.1 Groundwater Flow Occurrence ................................................................................... 5
5.2 Groundwater Sampling Results .................................................................................... 5
5.3 Remediation System Sampling Results ........................................................................ 5
6.0 CONCLUSION AND RECOMMENDATIONS ........................................................... 6
7.0 LIMITATIONS ......................................................................................................................... 7
FIGURES

Figure 1: Topographic Location Map
Figure 2: Site Layout Map
Figure 3: Groundwater Potentiometric Map
Figure 4: Toluene Concentration Map

TABLES

Table 1: Groundwater Elevations and Well Construction Information
Table 2: Groundwater Analytical Results
Table 3: Historical Groundwater Analytical Results

APPENDICES

Appendix A: Laboratory Analytical Report

Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page iii

Site Name and Location:
JacksonLea Facility
1715 Conover Boulevard East
Conover, Catawba County, North Carolina
Incident No. 17439
Facility ID No. 0-007191

Date of Report:
September 27, 2023

Site Priority Ranking:
High Risk (60B)

Responsible Party and Current Property Owner:
Osborn
2350 Salisbury Road
Richmond, Indiana 47374
[phone]

Environmental Consultant:
CDG Engineers & Associates, Inc.
4301 Taggart Creek Road
Charlotte, North Carolina 28208
[phone]

Release Information:
Date Discovered: January 14, 1997
Estimated Quantity: unknown quantity of toluene
Cause: possible leaks in product piping
Source: USTs #2 and #3

Latitude and Longitude:
35° 42’ 10” North and 81° 10’ 50” West

Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page 1

1.0 INTRODUCTION

On behalf of Osborn, CDG Engineers & Associates, Inc. (CDG) submits this Quarterly Monitoring
Report for the JacksonLea facility in Conover, North Carolina. CDG assists Osborn with sampling
and reporting per the North Carolina Department of Environmental Quality (NCDEQ) Notice of
Regulatory Requirements (NORR) dated June 26, 1998, and the subsequently-issued February 21,
2003, NORR amendment and Acknowledgment of Reciept/NORR dated July 18, 2022. A portion
of the USGS 7.5-minute “Newton, North Carolina quadrangle” topographic map location showing
the site is presented as Figure 1.

2.0 BACKGROUND INFORMATION

In January 1997, a toluene release from the underground storage tank (UST) system was listed as
NCDEQ Incident No. 17439. A Comprehensive Site Assessment (CSA) and Corrective Action
Plan (CAP) were completed to characterize, delineate, and remediate the release. A remediation
system which consisted of soil vapor extraction (SVE), air sparging, and pump-and-treat
technologies was implemented in July 1998. A modified dual phase extraction (DPE) system was
installed in August 2003 to remediate off-site contamination and to replace the former treatment
system(s). The DPE remediation system was designed to recover both groundwater and soil vapors
from existing on-site recovery well RW-2 and off-site recovery well RW-3. The DPE remediation
system replaced the initial pump-and-treat system that was ineffective in capturing the downgradient
portion of the groundwater plume. These activities were conducted by Cooper Environmental.
Eight shallow (Type II) monitoring wells (MW-1A, MW-2A, MW-3 through MW-8) and one deeper
screened (Type III) vertical extent well (VE-1) are currently located on-site, most of which are
utilized for periodic groundwater monitoring in accordance with the NORRs.

The JacksonLea facility has been vacant since 2009 and the manufacturing and warehouse buildings
and support machinery (i.e. air conditioners, air compressors, electrical transformers, toluene
reclamation system, material hoppers, etc.) were demolished and removed in 2012. Although the
major structures and utilities were removed from the site, the remediation system continued
operation using power distributed from a stand-alone electrical service installed after the demolition
began. The water supply well “JacksonLea WSW” had been supplied power distributed from the
Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page 2

adjacent warehouse. However, due to the water supply well not being used since manufacturing has
ceased, with no planned use for the well in the foreseeable future, no other electrical service has
been installed for the well. Therefore, the well is no longer operational.

CDG conducted a receptor survey update for the site in August and September 2016, as directed by
the NCDEQ. The receptor survey update identified the “Cargo-WSW” located on the down-
gradient adjacent property as the only receptor of concern. The “Cargo-WSW” is sampled at least
annually when operational. The results of the receptor survey were submitted to the NCDEQ in the
Receptor Survey Update Letter dated October 3, 2016.

In May 2019, the DPE remediation system experienced a major system component failure when the
vacuum knockout tank partially collapsed due to metal corrosion. Due to the costs necessary for
replacement of the knockout tank, the age of other major components associated with the DPE
system, and for the purpose of increasing the operational efficiency of the groundwater remediation
system, the remediation system was modified to use submersible pneumatic pumps for groundwater
recovery from recovery wells RW-2 and RW-3. The modifications included the installation of two
pneumatic pumps, one each in recovery wells RW-2 and RW-3, installation of an air compressor in
the system trailer to provide pressurized air for the operation of the pumps, installation and
underground routing of the additional air and fluid lines between the remediation system trailer and
each recovery well, installation of air supply regulators and filters, and reconfiguration of the fluid
lines, strainer, and flow meter that were part of the previous DPE system. The modified
groundwater remediation system began operation on October 11, 2019.

The modified groundwater remediation system no longer employed vacuum vapor extraction as a
component of the remediation, and annual air sampling associated with operation of the previous
DPE system was discontinued. Historical air sampling results from the DPE system don’t indicate a
significant recovery of volatile vapors, and ceasing the vacuum extraction was not expected to
negatively impact site remediation.

Based on the results of two consecutive semi-annual sampling events conducted in December 2021
and June 2022 indicating no analyzed constituents exceeded the North Carolina 15A NCAC 2L (2L)
Standards, CDG recommended deactivating the remediation system to allow confirmation
Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page 3

groundwater sampling under static conditions. CDG also recommended conducting confirmation
sampling on a quarterly basis to more closely track potential rebound in the concentrations or
migration of the contaminants. The NCDEQ approved the shutdown of the remediation system
and quarterly confirmation sampling in their letter dated July 18, 2022, and the remediation system
was deactivated on August 4, 2022.

Operation and maintenance (O&M) for the remediation system is subcontracted by Osborn to
others when active. Previously, semi-annual sampling events were scheduled to be completed in
May and November by CDG with subsequent reporting to the NCDEQ in June and December of
each year.

3.0 REMEDIAL SYSTEM OPERATION

When operating, the modified groundwater remediation system uses two submersible pneumatic
pumps to recover groundwater, one each in recovery wells RW-2 and RW-3. The pneumatic pumps
are supplied pressurized air from a reciprocating air compressor installed in the remediation system
trailer. The air and fluid lines between the recovery wells and the remediation system trailer are
installed in underground chase pipes that were formerly used for operation of the previous DPE
system. The recovered groundwater from each well enters the remediation system trailer and passes
through a strainer and totalizing flow meter before exiting the remediation trailer through
underground piping which is connected to the City of Conover sanitary sewer system.

Recovery well RW-2 is constructed using 6-inch diameter stainless steel casing with a screened
interval of 30 to 60 feet below land surface (BLS). Recovery well RW-3 is constructed of 4-inch
diameter stainless steel casing with a screened interval of 40 to 60 feet BLS. A bottom-loading
pneumatic pump is installed in each recovery well. The top of the pumps are installed at a depth of
approximately 52 feet BLS and the pumps are approximately 3.5 feet long. Each pneumatic pump is
capable of pumping approximately 4 gallons per minute. Cleaning is routinely performed by others
(contracted by Osborn) to remove sediment and bio-growth buildup within the treatment system
when the system is operating. The modified groundwater remediation system using the pneumatic
pumps began operation on October 11, 2019.

Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page 4

As requested by CDG, the remediation system was reportedly deactivated on August 4, 2022, by the
O&M contractor. The remediation system was confirmed to be inactive by CDG personnel during
the initial quarterly sampling event on August 29, 2022, and remained off through the current
sampling event.

4.0 GROUNDWATER/SYSTEM GAUGING AND SAMPLING

4.1 Groundwater Gauging
On August 16, 2023, CDG gauged the depth-to-groundwater (DTW) in monitoring wells MW-1A,
MW-2A, MW-4 through MW-8, and VE-1 using an electronic water level indicator. DTW
measurements were utilized with top of casing elevations to calculate groundwater elevations in the
gauged wells. Top of casing elevations are relative to each other and based on a common onsite
datum point. The calculated groundwater elevations were used to complete overall groundwater
flow direction interpretation (see Figure 3). Groundwater gauging measurements and calculated
elevations are provided in Table 1. No measurable accumulations of free phase toluene were
detected in the monitoring or recovery wells during the August 16, 2023, sampling event.

4.2 Groundwater Sampling
On August 16, 2023, following gauging of the site wells, CDG collected groundwater samples from
monitoring wells MW-1A, MW-2A, MW-4 through MW-8, and VE-1, and water supply well “Cargo
WSW”. The sampled monitoring wells were purged of at least three well volumes of groundwater
(or until the wells purged dry - for those wells with limited water column and/or slow recharge)
using new disposable bailers prior to sample collection. The water supply well was purged by
opening the spigot and letting the pump operate for approximately fifteen minutes. Following
purging, the groundwater samples were collected in laboratory-provided sample containers, marked
with identifying labels, immediately placed on ice, and delivered under standard chain-of-custody
procedures to Pace Analytical Services, Inc. (Pace) of Huntersville, North Carolina for analyses of
select volatile organic compounds (VOCs) using Standard Method 6200B.

Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page 5

4.3 Remediation System Sampling
Samples were not collected from recovery wells RW-2 and RW-3 due to the remediation system
being inactive. Additionally, an effluent sample was not collected as no effluent was being
discharged to the City of Conover sanitary sewer system.

5.0 GROUNDWATER/SYSTEM SAMPLING RESULTS

5.1 Groundwater Flow Occurrence
The groundwater potentiometric surface occurs within unconfined water-table conditions above the
top of bedrock in unconsolidated micaceous silt. The dissolved phase toluene impact appears to be
limited to the unconfined portion of the aquifer at this site. Competent and/or fractured bedrock
has not been encountered during previous drilling at the site. DTW in the shallow monitoring wells
ranged from 31.05 to 39.47 feet BLS during the August 16, 2023, sampling event. Table 1
summarizes the well construction and groundwater elevation data. Figure 3 is a groundwater
potentiometric map completed using the August 16, 2023, water level gauging data. The data
indicate an overall direction of groundwater flow primarily toward the east.

5.2 Groundwater Sampling Results
Laboratory analytical results from the August 16, 2023, sampling event (Appendix A) indicate
toluene was detected in monitoring well MW-1A at concentrations exceeding the 2L Standard.
Ethylbenzene and xylenes were also detected in MW-1A, and toluene and ethylbenzene in deep
monitoring well VE-1, at concentrations below the 2L Standards. No analyzed constituents were
detected in the remaining sampled monitoring wells and no analyzed constituents were detected in
the “Cargo WSW” water supply well.

5.3 Remediation System Sampling Results
Remediation system samples were not collected during the August 16, 2023, sampling event as
discussed in Section 4.3.

Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page 6

6.0 CONCLUSION AND RECOMMENDATIONS

The following activities and results occurred during the quarterly sampling period beginning in
August 2022:

 The remediation system was shut down on August 4, 2022, to allow for confirmation
sampling under static conditions on a quarterly basis and currently remains off. This
decision was based on sampling data indicating no analyzed constituents exceeded the 2L
Standards during the previous two consecutive semi-annual sampling events conducted in
December 2021 and June 2022.
 Toluene was detected at a concentration of 4320 micrograms per liter (µg/l) in source area
monitoring well MW-1A on August 29, 2022, which was the first quarterly sampling event
under static conditions. Toluene was subsequently detected at concentrations of 684, 2040,
2180, and 663 µg/l in MW-1A on a quarterly basis from November 10, 2022, through
August 16, 2023, respectively.
 No other analyzed constituents were detected at concentrations exceeding the 2L Standards
during the most recent sampling event.

Analyzed constituents initially increased in monitoring well MW-1A soon after deactivating the
remediation system on August 4, 2022, with toluene exceeding the 2L Standard for the first time
since May 2021. The toluene concentration fluctuated, decreasing then increasing, during the
second and third quarterly events following deactivation of the remediation system and remained
relatively stable from the third to the fourth quarterly sampling events. Toluene decreased in MW-
1A since the fourth quarterly sampling event to a concentration slightly exceeding the 2L Standard
in August 2023. There is an overall decreasing trend in toluene concentrations in MW-1A when
comparing the five quarterly events completed under static conditions. Furthermore, toluene was
not detected in any of the sampled down-gradient monitoring wells. This indicates the toluene
plume currently remains limited to the source area following deactivation of the remediation system.

To continue evaluation the static conditions at the site, CDG recommends continued suspension of
the remediation system and a quarterly sampling schedule. If toluene concentrations begin to show
an increasing trend or there are indications that toluene is migrating off-site, CDG will likely
Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page 7

recommend re-activating the remediation system or propose another corrective action. Once
analyzed constituents remain below the 2L Standards and are found to be decreasing or stable over
time, CDG will petition for closure of the groundwater incident.

The next proposed quarterly sampling event is scheduled for November 2023 with the report to be
submitted to the NCDEQ in December 2023.

7.0 LIMITATIONS

CDG has performed environmental services at the subject site on behalf of Osborn. CDG has
performed this scope of work as an independent contractor/consultant using reasonable care and
skill in accordance and consistent with customary industry standards of engineering, geology, and
hydrogeology practices. This standard of care is the sole and exclusive standard of care that can be
applied to measure CDG’s performance of the work. No other warranty, expressed or implied is
made or intended by CDG.

The report has been prepared for the exclusive use by Osborn. All recommendations, findings, and
conclusions, made by CDG have been made to the best of CDG’s knowledge, opinion and belief,
based upon information obtained during this scope of work, and is limited by the scope nature and
type of services as agreed upon between Osborn and CDG. Conclusions are provided with the
understanding that CDG is presenting information and not rendering legal advice. If such advice is
needed, legal counsel should be consulted. It is the responsibility of Osborn under advice of its
counsel to notify the appropriate federal, state, or local public agencies as required by law; or
otherwise to disclose in a timely manner, any information that may be necessary to prevent damage
to human health, safety, or the environment.

Compliance with recommendations provided as part of this report in no way assures compliance
with federal, state and/or local laws, regulations, and/or requirements. Analytical data has been
obtained from Pace Analytical Services, Inc. This information, to the extent that it was relied on to
generate this report, is assumed to be correct and complete. The work performed in conjunction
with this report and the data developed are intended as a description of available information at the
dates and specific locations given. CDG is not responsible for inspecting, examining, or reporting
Quarterly Monitoring Report CDG Project No. R055723001
JacksonLea Facility September 27, 2023
Incident No. 17439 Page 8

findings or recommendations with respect to any conditions that were knowingly or unknowingly
withheld, concealed, hidden, or in any way not disclosed or observable at the time of this scope of
work.

FIGURES

TOPOGRAPHIC LOCATION MAP
DATE :
SCALE :
DRAWN BY :
FIGURE :
03/23/23
AS SHOWN
JG
H:\Projects\2005\1050238-01 JacksonLea\TOPO MAP\Topo (06-02-06)JACKSONLEA
CONOVER, NORTH CAROLINA
1715 CONOVER BOULEVARD EAST
CDG # R990160899
1
GRAPHIC SCALE
SCALE: 1 in. = 1,500 ft.
0 750 1,500
Site
4301 TAGGART CREEK ROAD
CHARLOTTE, NC 28208
704-394-6913
WWW.CDGE.COM
LICENSE NO. C-4973
H:\Projects\2005\1050238-01 JacksonLea\FIGURES\SITE MAP (09-23)SCALE :DATE :CDG # R0557230011715 CONOVER BOULEVARD EASTCONOVER, NORTH CAROLINAJACKSONLEASITE LAYOUT MAPDRAWN BY : FIGURE :AS SHOWN09/26/2023JSG2GRAPHIC SCALESCALE: 1 in. = 60 ft.030604301 TAGGART CREEK ROADCHARLOTTE, NC 28208704-394-6913WWW.CDGE.COMLICENSE NO. C-4973
H:\Projects\2005\1050238-01 JacksonLea\FIGURES\SITE MAP (09-23)SCALE :DATE :CDG # R0557230011715 CONOVER BOULEVARD EASTCONOVER, NORTH CAROLINAJACKSONLEAGROUNDWATER POTENTIOMETRIC MAPDRAWN BY : FIGURE :AS SHOWN09/26/2023JSG3GRAPHIC SCALESCALE: 1 in. = 60 ft.030604301 TAGGART CREEK ROADCHARLOTTE, NC 28208704-394-6913WWW.CDGE.COMLICENSE NO. C-4973
H:\Projects\2005\1050238-01 JacksonLea\FIGURES\SITE MAP (09-23)SCALE :DATE :CDG # R0557230011715 CONOVER BOULEVARD EASTCONOVER, NORTH CAROLINAJACKSONLEATOLUENE CONCENTRATION MAPDRAWN BY : FIGURE :AS SHOWN09/26/2023JSG4GRAPHIC SCALESCALE: 1 in. = 60 ft.030604301 TAGGART CREEK ROADCHARLOTTE, NC 28208704-394-6913WWW.CDGE.COMLICENSE NO. C-4973

TABLES

TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 1 of 13
WELL NUMBER:MW-1
TOC ELEVATION (ft): 100.62
LS ELEVATION (ft): 100.73
TOTAL DEPTH (ft): 36.00
WELL DIAMETER (in):2
DEPTH TO FP DEPTH TO GW THICKNESS CORRECTED LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
9/22/1997 33.13 37.76 4.63 66.84 NA
10/22/1997 33.25 37.99 4.74 66.71 NA
8/4/1998 32.97 34.80 1.83 67.39 1.35
11/18/1998 33.40 36.15 2.75 66.84 NA
3/5/1999 33.80 36.15 2.35 66.49 NA
6/7/1999 34.26 36.15 1.89 66.10 NA
10/15/1999 NA NA NA NA NA
2/16/2000 35.15 36.15 1.00 65.33 NA
8/16/2000 35.69 36.15 0.46 64.98 NA
2/15/2001 NA NA NA <64.47 NA
10/9/2001 NA NA NA <64.47 NA
2/26/2002 NA NA NA <64.47 NA
11/5/2003 NA 35.76 0.00 64.86 4.24
11/16/2005 DRY DRY NA NA NA
11/3/2006 DRY DRY NA NA NA
5/16/2007 DRY DRY NA NA NA
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 2 of 13
WELL NUMBER:MW-1A (Installed 9/20/01)
TOC ELEVATION (ft): 100.03
LS ELEVATION (ft): NA
TOTAL DEPTH (ft): 50.00
WELL DIAMETER (in):2
DEPTH TO FP DEPTH TO GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
10/9/2001 36.61 36.95 0.34 63.37 13.39
2/26/2002 37.21 38.65 1.44 62.62 12.79
8/6/2002 37.97 39.88 1.91 61.79 12.03
12/9/2002 37.11 38.55 1.44 62.72 12.89
5/16/2003 35.20 35.30 0.10 64.82 14.80
11/5/2003 NA 35.56 0.00 64.47 19.44
5/11/2004 NA 36.64 0.00 63.39 13.36
11/9/2005 NA 36.06 0.00 63.97 13.94
5/10/2006 NA 35.40 0.00 64.63 14.60
11/3/2006 NA 36.10 0.00 63.93 13.90
5/16/2007 NA 35.35 0.00 64.68 14.65
11/20/2007 NA 36.93 0.00 63.10 13.07
5/15/2008 NA 37.55 0.00 62.48 12.45
11/10/2008 NA 37.14 0.00 62.89 12.86
5/8/2009 NA 37.16 0.00 62.87 12.84
11/24/2009 NA 36.03 0.00 64.00 13.97
5/3/2010 NA 35.40 0.00 64.63 14.60
11/30/2010 NA 34.78 0.00 65.25 15.22
5/20/2011 NA 35.44 0.00 64.59 14.56
11/4/2011 NA 35.56 0.00 64.47 14.44
5/18/2012 NA 35.28 0.00 64.75 14.72
11/14/2012 NA 35.53 0.00 64.50 14.47
5/22/2013 NA 35.06 0.00 64.97 14.94
11/14/2013 NA 34.00 0.00 66.03 16.00
5/14/2014 NA 33.09 0.00 66.94 16.91
11/21/2014 NA 33.19 0.00 66.84 16.81
5/22/2015 NA 34.13 0.00 65.90 15.87
11/20/2015 NA 34.57 0.00 65.46 15.43
5/20/2016 NA 33.61 0.00 66.42 16.39
11/18/2016 NA 34.14 0.00 65.89 15.86
5/26/2017 NA 34.40 0.00 65.63 15.60
11/17/2017 NA 33.66 0.00 66.37 16.34
5/22/2018 NA 32.93 0.00 67.10 17.07
11/29/2018 NA 32.00 0.00 68.03 18.00
5/8/2019 NA 30.15 0.00 69.88 19.85
11/27/2019 NA 31.86 0.00 68.17 18.14
5/7/2020 NA 30.78 0.00 69.25 19.22
12/4/2020 NA 28.95 0.00 71.08 21.05
5/11/2021 NA 28.89 0.00 71.14 21.11
12/2/2021 NA 30.77 0.00 69.26 19.23
6/1/2022 NA 31.63 0.00 68.40 18.37
8/29/2022 NA 31.92 0.00 68.11 18.08
11/10/2022 NA 32.08 0.00 67.95 17.92
2/9/2023 NA 31.43 0.00 68.60 18.57
5/11/2023 NA 31.55 0.00 68.48 18.45
8/16/2023 NA 31.92 0.00 68.11 18.08
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 3 of 13
WELL NUMBER:MW-2 (Abandoned 2/17/00)
TOC ELEVATION (ft): 100.39
LS ELEVATION (ft): 100.52
TOTAL DEPTH (ft): 35.00
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
9/22/1997 NA 34.23 0.00 66.16 0.77
10/22/1997 NA 34.40 0.00 65.99 0.60
8/4/1998 NA 33.64 0.00 66.75 1.36
11/8/1998 NA 34.32 0.00 66.07 0.68
3/5/1999 NA 34.78 0.00 65.61 0.22
6/7/1999 NA 34.76 0.00 65.63 0.24
10/15/1999 NA 34.75 0.00 65.64 0.25

https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 4 of 13

WELL NUMBER:MW-2A (Installed 2/17/00)
TOC ELEVATION (ft): 100.39
LS ELEVATION (ft): 100.52
TOTAL DEPTH (ft): 44.50
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
2/17/2000 NA 36.31 0.00 64.08 8.19
8/16/2000 NA 36.71 0.00 63.68 7.79
2/15/2001 NA 37.77 0.00 62.62 6.73
10/9/2001 NA 37.95 0.00 62.44 6.55
2/26/2002 NA 38.42 0.00 61.97 6.08
8/6/2002 NA 38.87 0.00 61.52 5.63
12/9/2002 NA 38.55 0.00 61.84 5.95
5/16/2003 NA 36.67 0.00 63.72 7.83
11/5/2003 NA 35.43 0.00 64.96 9.07
5/11/2004 NA 36.21 0.00 64.18 8.29
11/9/2005 NA 36.77 0.00 63.62 7.73
5/10/2006 NA 36.02 0.00 64.37 8.48
11/3/2006 NA 37.03 0.00 63.36 7.47
5/16/2007 NA 36.20 0.00 64.19 8.30
11/20/2007 NA 37.88 0.00 62.51 6.62
5/15/2008 NA 38.56 0.00 61.83 5.94
11/10/2008 NA 38.16 0.00 62.23 6.34
5/8/2009 NA 38.02 0.00 62.37 6.48
11/24/2009 NA 37.48 0.00 62.91 7.02
5/3/2010 NA 35.95 0.00 64.44 8.55
11/30/2010 NA 36.00 0.00 64.39 8.50
5/20/2011 NA 36.45 0.00 63.94 8.05
11/4/2011 NA 36.69 0.00 63.70 7.81
5/18/2012 NA 36.58 0.00 63.81 7.92
11/14/2012 NA 36.62 0.00 63.77 7.88
5/22/2013 NA 36.02 0.00 64.37 8.48
11/14/2013 NA 34.63 0.00 65.76 9.87
5/14/2014 NA 34.02 0.00 66.37 10.48
11/21/2014 NA 34.48 0.00 65.91 10.02
5/22/2015 NA 34.91 0.00 65.48 9.59
11/20/2015 NA 35.77 0.00 64.62 8.73
5/20/2016 NA 34.33 0.00 66.06 10.17
11/18/2016 NA 35.08 0.00 65.31 9.42
5/26/2017 NA 35.81 0.00 64.58 8.69
11/17/2017 NA 34.94 0.00 65.45 9.56
5/22/2018 NA 34.51 0.00 65.88 9.99
11/29/2018 NA 33.61 0.00 66.78 10.89
5/8/2019 NA 31.47 0.00 68.92 13.03
11/27/19 NA 33.16 0.00 67.23 11.34
05/07/20 NA 31.87 0.00 68.52 12.63
12/04/20 NA 30.25 0.00 70.14 14.25
05/11/21 NA 30.11 0.00 70.28 14.39
12/02/21 NA 32.29 0.00 68.10 12.21
06/01/22 NA 33.10 0.00 67.29 11.40
08/29/22 NA 33.68 0.00 66.71 10.82
11/10/22 NA 33.90 0.00 66.49 10.60
02/09/23 NA 33.37 0.00 67.02 11.13
05/11/23 NA 32.76 0.00 67.63 11.74
08/16/23 NA 31.05 0.00 69.34 13.45
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 5 of 13
WELL NUMBER:MW-3
TOC ELEVATION (ft): 100.37
LS ELEVATION (ft): 100.74
TOTAL DEPTH (ft): 30.00
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
9/22/1997 NA 25.50 0.00 74.87 4.50
10/22/1997 NA 25.95 0.00 74.42 4.05
8/4/1998 NA 27.71 0.00 72.66 2.29
11/8/1998 NA 26.03 0.00 74.34 3.97
3/5/1999 NA 25.95 0.00 74.42 4.05
6/7/1999 NA 25.72 0.00 74.65 4.28
10/15/1999 NA NA NA NA NA
2/16/2000 NA NA NA NA NA
8/16/2000 NA NA NA NA NA
2/15/2001 NA NA NA NA NA
10/9/2001 NA NA NA NA NA
2/26/2002 NA NA NA NA NA
8/6/2002 NA NA NA NA NA
12/9/2002 NA 29.71 0.00 70.66 0.29
5/16/2003 NA 26.12 0.00 74.25 3.88
11/5/2003 NA 24.77 0.00 75.60 5.23
5/11/2004 NA 25.69 0.00 74.68 4.31
11/9/2005 NA 26.55 0.00 73.82 3.45
5/10/2006 NA 26.40 0.00 73.97 3.60
11/3/2006 NA 27.09 0.00 73.28 2.91
5/16/2007 NA NA NA NA NA
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 6 of 13

WELL NUMBER:MW-4
TOC ELEVATION (ft): 100.79
LS ELEVATION (ft): NA
TOTAL DEPTH (ft): 38.80
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
9/22/1997 NA 32.79 0.00 68.00 6.01
10/22/1997 NA 33.02 0.00 67.77 5.78
8/4/1998 NA 32.27 0.00 68.52 6.53
11/8/1998 NA 32.77 0.00 68.02 6.03
3/5/1999 NA 33.03 0.00 67.76 5.77
6/7/1999 NA 33.11 0.00 67.68 5.69
10/15/1999 NA 33.89 0.00 66.90 4.91
2/16/2000 NA 34.61 0.00 66.18 4.19
8/16/2000 NA 35.22 0.00 65.57 3.58
2/15/2001 NA 36.23 0.00 64.56 2.57
10/9/2001 NA 36.20 0.00 64.59 2.60
2/26/2002 NA 36.95 0.00 63.84 1.85
8/6/2002 NA 37.32 0.00 63.47 1.48
12/9/2002 NA 36.63 0.00 64.16 2.17
5/16/2003 NA 34.66 0.00 66.13 4.14
11/5/2003 NA 33.63 0.00 67.16 5.17
5/11/2004 NA 34.54 0.00 66.25 4.26
11/9/2005 NA 34.92 0.00 65.87 3.88
5/10/2006 NA 34.55 0.00 66.24 4.25
11/3/2006 NA 35.12 0.00 65.67 3.68
5/16/2007 NA 34.70 0.00 66.09 4.10
11/20/2007 NA 36.15 0.00 64.64 2.65
5/15/2008 NA 36.86 0.00 63.93 1.94
11/10/2008 NA 35.88 0.00 64.91 2.92
5/8/2009 NA 36.29 0.00 64.50 2.51
11/24/2009 NA 35.73 0.00 65.06 3.07
5/3/2010 NA 34.05 0.00 66.74 4.75
11/30/2010 NA 34.24 0.00 66.55 4.56
5/20/2011 NA 34.62 0.00 66.17 4.18
11/4/2011 NA 34.71 0.00 66.08 4.09
5/18/2012 NA 34.88 0.00 65.91 3.92
11/14/2012 NA 34.73 0.00 66.06 4.07
5/22/2013 NA 34.00 0.00 66.79 4.80
11/14/2013 NA 32.86 0.00 67.93 5.94
5/14/2014 NA 31.86 0.00 68.93 6.94
11/21/2014 NA 32.50 0.00 68.29 6.30
5/22/2015 NA 33.08 0.00 67.71 5.72
11/20/2015 NA 33.69 0.00 67.10 5.11
5/20/2016 NA 32.58 0.00 68.21 6.22
11/18/2016 NA 33.19 0.00 67.60 5.61
5/26/2017 NA 33.59 0.00 67.20 5.21
11/17/2017 NA 32.89 0.00 67.90 5.91
5/22/2018 NA 32.13 0.00 68.66 6.67
11/29/2018 NA 31.05 0.00 69.74 7.75
5/8/2019 NA 29.46 0.00 71.33 9.34
11/27/2019 NA 31.10 0.00 69.69 7.70
5/7/2020 NA 29.86 0.00 70.93 8.94
12/4/2020 NA 28.05 0.00 72.74 10.75
5/11/2021 NA 28.04 0.00 72.75 10.76
12/2/2021 NA 30.43 0.00 70.36 8.37
6/1/2022 NA 31.42 0.00 69.37 7.38
8/29/2022 NA 31.21 0.00 69.58 7.59
11/10/2022 NA 31.56 0.00 69.23 7.24
2/9/2023 NA 30.96 0.00 69.83 7.84
5/11/2023 NA 30.76 0.00 70.03 8.04
8/16/2023 NA 31.11 0.00 69.68 7.69
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 7 of 13
WELL NUMBER:MW-5
TOC ELEVATION (ft): 106.22
LS ELEVATION (ft): 106.53
TOTAL DEPTH (ft): 49.16
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
9/22/1997 NA 40.31 0.00 65.91 8.85
10/22/1997 NA 40.47 0.00 65.75 8.69
8/4/1998 NA 39.82 0.00 66.40 9.34
11/8/1998 NA 40.40 0.00 65.82 8.76
3/5/1999 NA 40.92 0.00 65.30 8.24
6/7/1999 NA 41.11 0.00 65.11 8.05
10/15/1999 NA 41.65 0.00 64.57 7.51
2/16/2000 NA 42.66 0.00 63.56 6.50
8/16/2000 NA 42.87 0.00 63.35 6.29
2/15/2001 NA 43.83 0.00 62.39 5.33
10/9/2001 NA 44.02 0.00 62.20 5.14
2/26/2002 NA 44.65 0.00 61.57 4.51
8/6/2002 NA 45.22 0.00 61.00 3.94
12/9/2002 NA 44.85 0.00 61.37 4.31
5/16/2003 NA 43.26 0.00 62.96 5.90
11/5/2003 NA 44.17 0.00 62.05 4.99
3/29/2004 NA 43.96 0.00 62.26 5.20
5/11/2004 NA 44.46 0.00 61.76 4.70
11/9/2005 NA 44.41 0.00 61.81 4.75
5/10/2006 NA 42.79 0.00 63.43 6.37
11/3/2006 NA 44.85 0.00 61.37 4.31
5/16/2007 NA 42.90 0.00 63.32 6.26
11/20/2007 NA 45.31 0.00 60.91 3.85
5/15/2008 NA 45.98 0.00 60.24 3.18
11/10/2008 NA 45.55 0.00 60.67 3.61
5/8/2009 NA 45.39 0.00 60.83 3.77
11/24/2009 NA 44.73 0.00 61.49 4.43
5/3/2010 NA 43.62 0.00 62.60 5.54
11/30/2010 NA 42.21 0.00 64.01 6.95
5/20/2011 NA 43.43 0.00 62.79 5.73
11/4/2011 NA 43.43 0.00 62.79 5.73
5/18/2012 NA 43.19 0.00 63.03 5.97
11/14/2012 NA 43.62 0.00 62.60 5.54
5/22/2013 NA 43.20 0.00 63.02 5.96
11/14/2013 NA 42.15 0.00 64.07 7.01
5/14/2014 NA 41.42 0.00 64.80 7.74
11/21/2014 NA 41.09 0.00 65.13 8.07
5/22/2015 NA 42.10 0.00 64.12 7.06
11/20/2015 NA 42.70 0.00 63.52 6.46
5/20/2016 NA 40.97 0.00 65.25 8.19
11/18/2016 NA 41.79 0.00 64.43 7.37
5/26/2017 NA 42.61 0.00 63.61 6.55
11/17/2017 NA 41.79 0.00 64.43 7.37
5/22/2018 NA 41.32 0.00 64.90 7.84
11/29/2018 NA 40.83 0.00 65.39 8.33
5/8/2019 NA 38.17 0.00 68.05 10.99
11/27/2019 NA 40.23 0.00 65.99 8.93
5/7/2020 NA 39.24 0.00 66.98 9.92
12/4/2020 NA 37.84 0.00 68.38 11.32
5/11/2021 NA 36.54 0.00 69.68 12.62
12/2/2021 NA 38.31 0.00 67.91 10.85
6/1/2022 NA 39.27 0.00 66.95 9.89
8/29/2022 NA 39.38 0.00 66.84 9.78
11/10/2022 NA 39.71 0.00 66.51 9.45
2/9/2023 NA 38.91 0.00 67.31 10.25
5/11/2023 NA 39.15 0.00 67.07 10.01
8/16/2023 NA 39.47 0.00 66.75 9.69
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 8 of 13
WELL NUMBER:MW-6
TOC ELEVATION (ft): 103.67
LS ELEVATION (ft): 103.99
TOTAL DEPTH (ft): 44.50
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
9/22/1997 NA NA NA NA NA
10/22/1997 NA 38.19 0.00 65.48 6.31
8/4/1998 NA 37.46 0.00 66.21 7.04
11/8/1998 NA 38.15 0.00 65.52 6.35
3/5/1999 NA 38.66 0.00 65.01 5.84
6/7/1999 NA 38.70 0.00 64.97 5.80
10/15/1999 NA 39.36 0.00 64.31 5.14
2/16/2000 NA 39.98 0.00 63.69 4.52
8/16/2000 NA 40.61 0.00 63.06 3.89
2/15/2001 NA 41.60 0.00 62.07 2.90
10/9/2001 NA 41.89 0.00 61.78 2.61
2/26/2002 NA 42.32 0.00 61.35 2.18
8/6/2002 NA 42.78 0.00 60.89 1.72
12/9/2002 NA 42.60 0.00 61.07 1.90
5/16/2003 NA 41.25 0.00 62.42 3.25
11/5/2003 NA 39.54 0.00 64.13 4.96
5/11/2004 NA 40.16 0.00 63.51 4.34
11/9/2005 NA 40.82 0.00 62.85 3.68
5/10/006 NA 39.85 0.00 63.82 4.65
11/3/2006 NA 41.14 0.00 62.53 3.36
5/16/2007 NA 40.08 0.00 63.59 4.42
11/20/2007 NA 41.89 0.00 61.78 2.61
5/15/2008 NA 42.64 0.00 61.03 1.86
11/10/2008 NA 42.35 0.00 61.32 2.15
5/8/2009 NA 42.15 0.00 61.52 2.35
11/24/2009 NA 41.57 0.00 62.10 2.93
5/3/2010 NA 40.10 0.00 63.57 4.40
11/30/2010 NA 39.88 0.00 63.79 4.62
5/20/2011 NA 40.42 0.00 63.25 4.08
11/4/2011 NA 40.65 0.00 63.02 3.85
5/18/2012 NA 40.54 0.00 63.13 3.96
11/14/2012 NA 40.68 0.00 62.99 3.82
5/22/2013 NA 40.20 0.00 63.47 4.30
11/14/2013 NA 38.78 0.00 64.89 5.72
5/14/2014 NA 38.24 0.00 65.43 6.26
11/21/2014 NA 38.50 0.00 65.17 6.00
5/22/2015 NA 39.18 0.00 64.49 5.32
11/20/2015 NA 39.87 0.00 63.80 4.63
5/20/2016 NA 38.31 0.00 65.36 6.19
11/18/2016 NA 39.11 0.00 64.56 5.39
5/26/2017 NA 39.96 0.00 63.71 4.54
11/17/2017 NA 39.07 0.00 64.60 5.43
5/22/2018 NA 38.77 0.00 64.90 5.73
11/29/2018 NA 37.91 0.00 65.76 6.59
5/8/2019 NA 35.64 0.00 68.03 8.86
11/27/2019 NA 37.16 0.00 66.51 7.34
5/7/2020 NA 36.01 0.00 67.66 8.49
12/4/2020 NA 34.56 0.00 69.11 9.94
5/11/2021 NA 34.14 0.00 69.53 10.36
12/2/2021 NA 36.13 0.00 67.54 8.37
6/1/2022 NA 37.08 0.00 66.59 7.42
8/29/2022 NA 37.01 0.00 66.66 7.49
11/10/2022 NA 37.38 0.00 66.29 7.12
2/9/2023 NA 36.58 0.00 67.09 7.92
5/11/2023 NA 36.89 0.00 66.78 7.61
8/16/2023 NA 37.23 0.00 66.44 7.27
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 9 of 13
WELL NUMBER:MW-7 (Installed 12/9/02)
TOC ELEVATION (ft): 102.89
LS ELEVATION (ft): 103.80
TOTAL DEPTH (ft): 49.78
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
12/9/2002 NA 42.80 0.00 60.09 6.98
5/16/2003 NA 40.82 0.00 62.07 8.96
11/5/2003 NA 39.46 0.00 63.43 10.32
5/11/2004 NA 39.88 0.00 63.01 9.90
11/9/2005 NA 40.64 0.00 62.25 9.14
5/10/2006 NA 39.80 0.00 63.09 9.98
11/3/2006 NA 41.10 0.00 61.79 8.68
5/16/2007 NA 40.19 0.00 62.70 9.59
11/20/2007 NA 41.78 0.00 61.11 8.00
5/15/2008 NA 42.66 0.00 60.23 7.12
11/10/2008 NA 42.63 0.00 60.26 7.15
5/8/2009 NA 42.55 0.00 60.34 7.23
11/24/2009 NA 41.73 0.00 61.16 8.05
5/3/2010 NA 40.40 0.00 62.49 9.38
11/30/2010 NA 40.95 0.00 61.94 8.83
5/20/2011 NA 40.46 0.00 62.43 9.32
11/4/2011 NA 40.65 0.00 62.24 9.13
5/18/2012 NA 40.60 0.00 62.29 9.18
11/14/2012 NA 40.85 0.00 62.04 8.93
5/22/2013 NA 41.53 0.00 61.36 8.25
11/14/2013 NA 39.16 0.00 63.73 10.62
5/14/2014 NA 38.64 0.00 64.25 11.14
11/21/2014 NA 38.69 0.00 64.20 11.09
5/22/2015 NA 39.32 0.00 63.57 10.46
11/20/2015 NA 39.95 0.00 62.94 9.83
5/20/2016 NA 38.46 0.00 64.43 11.32
11/18/2016 NA 39.10 0.00 63.79 10.68
5/26/2017 NA 40.08 0.00 62.81 9.70
11/17/2017 NA 39.38 0.00 63.51 10.40
5/22/2018 NA 39.15 0.00 63.74 10.63
11/29/2018 NA 38.26 0.00 64.63 11.52
5/8/2019 NA 36.18 0.00 66.71 13.60
11/27/2019 NA 36.94 0.00 65.95 12.84
5/7/2020 NA 36.20 0.00 66.69 13.58
12/4/2020 NA 35.01 0.00 67.88 14.77
5/11/2021 NA 34.32 0.00 68.57 15.46
12/2/2021 NA 36.21 0.00 66.68 13.57
6/1/2022 NA 37.17 0.00 65.72 12.61
8/29/2022 NA 37.44 0.00 65.45 12.34
11/10/2022 NA 37.57 0.00 65.32 12.21
2/9/2023 NA 37.01 0.00 65.88 12.77
5/11/2023 NA 37.23 0.00 65.66 12.55
8/16/2023 NA 37.64 0.00 65.25 12.14
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 10 of 13
WELL NUMBER:MW-8 (Installed 12/9/02)
TOC ELEVATION (ft): 102.32
LS ELEVATION (ft): 103.27
TOTAL DEPTH (ft): 50.00
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
12/9/2002 NA 42.39 0.00 59.93 7.61
5/16/2003 NA 40.58 0.00 61.74 9.42
11/5/2003 NA 38.42 0.00 63.90 11.58
5/11/2004 NA 39.00 0.00 63.32 11.00
11/9/2005 NA 39.79 0.00 62.53 10.21
5/10/2006 NA 39.12 0.00 63.20 10.88
11/3/2006 NA 40.26 0.00 62.06 9.74
5/16/2007 NA 39.54 0.00 62.78 10.46
11/20/2007 NA 41.09 0.00 61.23 8.91
5/15/2008 NA 41.91 0.00 60.41 8.09
11/10/2008 NA 41.93 0.00 60.39 8.07
5/8/2009 NA 41.78 0.00 60.54 8.22
11/24/2009 NA 41.02 0.00 61.30 8.98
5/3/2010 NA 37.90 0.00 64.42 12.10
11/30/2010 NA 39.35 0.00 62.97 10.65
5/20/2011 NA 39.75 0.00 62.57 10.25
11/4/2011 NA 39.63 0.00 62.69 10.37
5/18/2012 NA 39.95 0.00 62.37 10.05
11/14/2012 NA 40.16 0.00 62.16 9.84
5/22/2013 NA 39.83 0.00 62.49 10.17
11/14/2013 NA 38.34 0.00 63.98 11.66
5/14/2014 NA 37.80 0.00 64.52 12.20
11/21/2014 NA 38.09 0.00 64.23 11.91
5/22/2015 NA 38.65 0.00 63.67 11.35
11/20/2015 NA 39.33 0.00 62.99 10.67
5/20/2016 NA 37.74 0.00 64.58 12.26
11/18/2016 NA 38.47 0.00 63.85 11.53
5/26/2017 NA 39.51 0.00 62.81 10.49
11/17/2017 NA 38.77 0.00 63.55 11.23
5/22/2018 NA 38.55 0.00 63.77 11.45
11/29/2018 NA 36.65 0.00 65.67 13.35
5/8/2019 NA 35.48 0.00 66.84 14.52
11/27/2019 NA 36.35 0.00 65.97 13.65
5/7/2020 NA 35.50 0.00 66.82 14.50
12/4/2020 NA 34.20 0.00 68.12 15.80
5/11/2021 NA 33.60 0.00 68.72 16.40
12/2/2021 NA 35.81 0.00 66.51 14.19
6/1/2022 NA 36.64 0.00 65.68 13.36
8/29/2022 NA 36.82 0.00 65.50 13.18
11/10/2022 NM - Well Inaccessible
2/9/2023 NM - Well Inaccessible
5/11/2023 NM - Well Inaccessible
8/16/2023 NA 36.85 0.00 65.47 13.15
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 11 of 13
WELL NUMBER:VE-1
TOC ELEVATION (ft): 100.35
LS ELEVATION (ft): 100.48
TOTAL DEPTH (ft): 69.00
WELL DIAMETER (in):2
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
9/22/1997 NA 35.25 0.00 65.10 33.75
10/22/1997 NA 35.07 0.00 65.28 33.93
8/4/1998 NA 33.84 0.00 66.51 35.16
11/8/1998 NA 34.43 0.00 65.92 34.57
3/5/1999 NA 34.90 0.00 65.45 34.10
6/7/1999 NA 35.00 0.00 65.35 34.00
10/15/1999 NA 35.48 0.00 64.87 33.52
2/16/2000 NA 36.31 0.00 64.04 32.69
8/16/2000 NA NA NA NA NA
2/15/2001 NA NA NA NA NA
10/9/2001 NA NA NA NA NA
2/26/2002 NA NA NA NA NA
8/6/2002 NA NA NA NA NA
12/9/2002 NA 38.40 0.00 61.95 30.60
5/16/2003 NA 36.33 0.00 64.02 32.67
11/5/2003 NA 35.98 0.00 64.37 33.02
5/11/2004 NA 36.63 0.00 63.72 32.37
11/9/2005 NA 36.64 0.00 63.71 32.36
5/10/2006 NA 35.85 0.00 64.50 33.15
11/3/2006 NA 36.82 0.00 63.53 32.18
5/16/2007 NA 35.95 0.00 64.40 33.05
11/20/2007 NA 37.55 0.00 62.80 31.45
5/15/2008 NA 38.17 0.00 62.18 30.83
11/10/2008 NA 37.86 0.00 62.49 31.14
5/8/2009 NA 37.97 0.00 62.38 31.03
11/24/2009 NA 36.93 0.00 63.42 32.07
5/3/2010 NA 36.05 0.00 64.30 32.95
11/30/2010 NA 35.31 0.00 65.04 33.69
5/20/2011 NA 36.19 0.00 64.16 32.81
11/4/2011 NA 36.25 0.00 64.10 32.75
5/18/2012 NA 36.17 0.00 64.18 32.83
11/14/2012 NA 36.18 0.00 64.17 32.82
5/22/2013 NA 36.01 0.00 64.34 32.99
11/14/2013 NA 34.69 0.00 65.66 34.31
5/14/2014 NA 33.85 0.00 66.50 35.15
11/21/2014 NA 34.08 0.00 66.27 34.92
5/22/2015 NA 34.77 0.00 65.58 34.23
11/20/2015 NA 35.40 0.00 64.95 33.60
5/20/2016 NA 34.17 0.00 66.18 34.83
11/18/2016 NA 34.87 0.00 65.48 34.13
5/26/2017 NA 35.38 0.00 64.97 33.62
11/17/2017 NA 34.61 0.00 65.74 34.39
5/22/2018 NA 34.02 0.00 66.33 34.98
11/29/2018 NA 33.03 0.00 67.32 35.97
5/8/2019 NA 31.07 0.00 69.28 37.93
11/27/2019 NA 32.20 0.00 68.15 36.80
5/7/2020 NA 31.60 0.00 68.75 37.40
12/4/2020 NA 29.87 0.00 70.48 39.13
5/11/2021 NA 29.67 0.00 70.68 39.33
12/2/2021 NA 31.58 0.00 68.77 37.42
6/1/2022 NA 32.47 0.00 67.88 36.53
8/29/2022 NA 32.84 0.00 67.51 36.16
11/10/2022 NA 32.80 0.00 67.55 36.20
2/9/2023 NA 32.11 0.00 68.24 36.89
5/11/2023 NA 32.64 0.00 67.71 36.36
8/16/2023 NA 32.88 0.00 67.47 36.12
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 12 of 13
WELL NUMBER:RW-2 (installed 9/20/01)
TOC ELEVATION (ft): 103.70
LS ELEVATION (ft): NA
TOTAL DEPTH (ft): 60.00
WELL DIAMETER (in):6
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
12/9/2002 NA 41.35 0.00 62.35 18.65
5/16/2003 NA 39.20 0.00 64.50 20.80
11/5/2003 NA DRY 0.00 DRY DRY
5/11/2004 NA 53.24 0.00 50.46 6.76
11/9/2005 NA 40.66 0.00 63.04 19.34
5/10/2006 NA 56.35 0.00 47.35 3.65
11/3/2006 NA 52.95 0.00 50.75 7.05
5/16/2007 NA 53.10 0.00 50.60 6.90
11/20/2007 NA 56.43 0.00 47.27 3.57
5/15/2008 NA 50.70 0.00 53.00 9.30
11/10/2008 NA 56.40 0.00 47.30 3.60
5/8/2009 NA 56.05 0.00 47.65 3.95
11/24/2009 NA 49.90 0.00 53.80 10.10
5/3/2010 NA 40.10 0.00 63.60 19.90
11/30/2010 NA 38.69 0.00 65.01 21.31
5/20/2011 NA 52.55 0.00 51.15 7.45
11/4/2011 NA 52.80 0.00 50.90 7.20
5/18/2012 NA 52.82 0.00 50.88 7.18
11/14/2012 NA 52.75 0.00 50.95 7.25
5/22/2013 NA 49.94 0.00 53.76 10.06
11/14/2013 NA 54.23 0.00 49.47 5.77
5/14/2014 NA 47.80 0.00 55.90 12.20
11/21/2014 NA 51.90 0.00 51.80 8.10
5/22/2015 NA 38.28 0.00 65.42 21.72
11/20/2015 NA 52.50 0.00 51.20 7.50
5/20/2016 NA 48.87 0.00 54.83 11.13
11/18/2016 NA 51.90 0.00 51.80 8.10
5/26/2017 NA 44.08 0.00 59.62 15.92
11/17/2017 NA 50.58 0.00 53.12 9.42
5/22/2018 NA 50.63 0.00 53.07 9.37
11/29/2018 NA 45.29 0.00 58.41 14.71
5/8/2019 NA 34.31 0.00 69.39 25.69
11/27/2019 NA 51.50 0.00 52.20 8.50
5/7/2020 NA 47.40 0.00 56.30 12.60
12/4/2020 NA 41.80 0.00 61.90 18.20
5/11/2021 NA 33.43 0.00 70.27 26.57
12/2/2021 NA NM 0.00 NM NM
6/1/2022 NA 44.11 0.00 59.59 15.89
8/29/2022-8/16/23 NM NM NM NM NM
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 1
GROUNDWATER ELEVATIONS AND WELL CONSTRUCTION INFORMATION
JACKSONSLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 13 of 13
WELL NUMBER:RW-3 (Installed on 7/17/03)
TOC ELEVATION (ft): 105.58
LS ELEVATION (ft): 106.26
TOTAL DEPTH (ft): 58.90
WELL DIAMETER (in):4
DEPTH TO FP DEPTH OF GW THICKNESS LENGTH OF
DATE FROM TOC FROM TOC OF FP GW ELEVATION WATER COLUMN
3/29/2004 NA 49.20 0.00 56.38 9.70
5/11/2004 NA 48.82 0.00 56.76 10.08
11/9/2005 NA 43.40 0.00 62.18 15.50
5/10/2006 NA 57.18 0.00 48.40 1.72
5/16/2007 NA 42.00 0.00 63.58 16.90
11/20/2007 NA 58.21 0.00 47.37 0.69
5/15/2008 NA 58.30 0.00 47.28 0.60
11/10/2008 NA 54.05 0.00 51.53 4.85
5/8/2009 NA 57.35 0.00 48.23 1.55
11/24/2009 NA 55.50 0.00 50.08 3.40
5/3/2010 NA 45.95 0.00 59.63 12.95
11/30/2010 NA 41.68 0.00 63.90 17.22
5/20/2011 NA 48.35 0.00 57.23 10.55
11/4/2011 NA 50.40 0.00 55.18 8.50
5/18/2012 NA 51.42 0.00 54.16 7.48
11/14/2012 NA 48.60 0.00 56.98 10.30
5/22/2013 NA 55.92 0.00 49.66 2.98
11/14/2013 NA 59.79 0.00 45.79 -0.89
5/14/2014 NA 49.90 0.00 55.68 9.00
11/21/2014 NA 57.80 0.00 47.78 1.10
5/22/2015 NA 42.90 0.00 62.68 16.00
11/20/2015 NA 56.80 0.00 48.78 2.10
5/20/2016 NA 56.60 0.00 48.98 2.30
11/18/2016 NA 56.70 0.00 48.88 2.20
5/26/2017 NA 57.82 0.00 47.76 1.08
11/17/2017 NA 57.97 0.00 47.61 0.93
5/22/2018 NA 54.83 0.00 50.75 4.07
11/29/2018 NA 54.95 0.00 50.63 3.95
5/8/2019 NA 37.75 0.00 67.83 21.15
11/27/2019 NA 51.40 0.00 54.18 7.50
5/7/2020 NA 48.54 0.00 57.04 10.36
12/4/2020 NA 50.54 0.00 55.04 8.36
5/11/2021 NA 40.05 0.00 65.53 18.85
12/2/2021 NA NM 0.00 NM NM
6/1/2022 NA 46.83 0.00 58.75 12.07
8/29/2022-8/16/23 NM NM NM NM NM
NOTES:
1) NA - NOT AVAILABLE
3) DEPTHS ARE MEASURED IN FEET
4) TOC - TOP OF CASING
5) LS - LAND SURFACE
6) ft - FEET
7) in - INCHES
8) NM - NOT MEASURED
2) FP - FREE PHASE TOLUENE
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Water Level Data
TABLE 2
GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 1 of 1
Sample Benzene Toluene Ethylbenzene Xylenes Naphthalene
Well No. Date
(µg/L)(µg/L) (µg/L) (µg/L) (µg/L)
MW-1A 8/16/2023 ND 663 155 140.8 ND
MW-2A 8/16/2023 ND ND ND ND ND
MW-4 8/16/2023 ND ND ND ND ND
MW-5 8/16/2023 ND ND ND ND ND
MW-6 8/16/2023 ND ND ND ND ND
MW-7 8/16/2023 ND ND ND ND ND
MW-8 8/16/2023 ND ND ND ND ND
VE-1 8/16/2023 ND 6.6 1.2 ND ND
CARGO WSW 8/16/2023 ND ND ND ND ND
15A NCAC 2L Standard 1 600 600 500 6
Notes:
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
ug/L - Micrograms per liter
https://cdge.sharepoint.com/sites/CharlotteProjects9/Shared Documents/General/2005/1050238-01 JacksonLea/Reports/2023-09/Current
and Histo
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 1 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 FP FP FP FP
9/22/1997 FP FP FP FP
10/22/1997 FP FP FP FP
8/4/1998 FP FP FP FP
11/18/1998 FP FP FP FP
3/5/1999 FP FP FP FP
6/7/1999 FP FP FP FP
10/15/1999 FP FP FP FP
2/16/2000 FP FP FP FP
8/16/2000 FP FP FP FP
2/15/2001 NS NS NS NS
10/9/2001 NS Thereafter - MW-1 replaced with MW-1A
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: MW-1
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 2 of 17
MW-1A installed on September 20, 2001
Sampling Date Benzene Toluene Ethylbenzene Xylenes
10/9/2001 FP FP FP FP
2/26/2002 FP FP FP FP
8/6/2002 FP FP FP FP
12/9/2002 FP FP FP FP
5/16/2003 FP FP FP FP
11/5/2003 ND 480,000 ND ND
5/11/2004 33 350,000 210 1,030
11/22/2004 86J 7,500 640 2,230
11/9/2005 ND 450,000 ND ND
5/10/2006 ND 390,000 ND ND
11/3/2006 ND 410,000 ND ND
5/16/2007 ND 410,000 ND ND
11/20/2007 ND 377,000 ND ND
5/15/2008 ND 453,000 ND ND
11/10/2008 ND 517,000 ND ND
5/8/2009 ND 462,000 ND 4,340
11/24/2009 ND 297,000 ND ND
5/3/2010 ND 329,000 ND ND
11/30/2010 ND 462,000 ND ND
5/20/2011 ND 375,000 ND ND
11/4/2011 ND 379,000 ND ND
5/18/2012 ND 263,000 3,480 6,170
11/14/2012 ND 277,000 ND ND
5/22/2013 ND 219,000 ND ND
11/14/2013 ND 202,000 ND ND
5/14/2014 ND 259,000 ND ND
11/21/2014 ND 178,000 ND ND
5/22/2015 ND 215,000 ND ND
11/20/2015 ND 269,000 ND ND
5/20/2016 ND 189,000 ND ND
11/18/2016 ND 218,000 ND 1,280
5/26/2017 ND 239,000 ND 2,240
11/17/2017 ND 217,000 ND ND
5/22/2018 ND 191,000 831 2,290
11/29/2018 ND 16,800 99.1 340
5/8/2019 ND 95,200 668 2,350
11/27/2019 ND 74,500 784 2,898
5/7/2020 ND 80,600 568 1,530
12/4/2020 ND 54,900 499 1,340
5/11/2021 ND 21,500 309 636J
12/2/2021 ND 382 69 80.5
6/1/2022 ND 182 22.7 27.6
8/29/2022 ND 4,320 161 208
11/10/2022 ND 684 75.1 109.6
2/9/2023 ND 2040 301 448
5/11/2023 ND 2180 238 361.2
8/16/2023 ND 663 155 140.8
15A NCAC 2L Standard 1.0 600 600 500
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
Sample ID: MW-1A
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 3 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 ND 280 ND 40
10/22/1997 NS NS NS NS
8/4/1998 ND ND ND ND
11/18/1998 ND 1.5 ND ND
3/5/1999 NS NS NS NS
6/7/1999 NS NS NS NS
10/15/1999 ND ND ND ND
2/16/2000 NS Thereafter - MW-2 replaced with MW-2A
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: MW-2 (Abandoned on 2/17/00)
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 4 of 17
MW-2A installed on February 16, 2000
Sampling Date Benzene Toluene Ethylbenzene Xylenes
2/16/2000 ND ND ND ND
8/16/2000 ND ND ND ND
2/15/2001 ND ND ND ND
10/9/2001 ND ND ND ND
2/26/2002 ND ND ND ND
8/6/2002 ND ND ND ND
12/9/2002 NS NS NS NS
5/16/2003 ND 1.7 ND ND
11/5/2003 ND ND ND ND
5/11/2004 ND ND ND ND
11/22/2004 ND ND ND ND
11/9/2005 ND ND ND ND
5/10/2006 ND ND ND ND
11/3/2006 ND ND ND ND
5/16/2007 ND ND ND ND
11/20/2007 ND ND ND ND
5/15/2008 ND ND ND ND
11/10/2008 ND ND ND ND
5/8/2009 ND 46.4 ND ND
11/24/2009 ND ND ND ND
5/3/2010 ND ND ND ND
11/30/2010 ND ND ND ND
5/20/2011 ND ND ND ND
11/4/2011 ND ND ND ND
5/18/2012 ND ND ND ND
11/14/2012 ND ND ND ND
5/22/2013 ND ND ND ND
11/14/2013 ND ND ND ND
5/14/2014 ND ND ND ND
11/21/2014 ND ND ND ND
5/22/2015 ND ND ND ND
11/20/2015 ND ND ND ND
5/20/2016 ND ND ND ND
11/18/2016 ND ND ND ND
5/26/2017 ND ND ND ND
11/17/2017 ND ND ND ND
5/22/2018 ND ND ND ND
11/29/2018 ND ND ND ND
5/8/2019 ND ND ND ND
11/27/2019 ND ND ND ND
5/7/2020 ND 1.2 ND ND
12/4/2020 ND ND ND ND
5/11/2021 ND ND ND ND
12/2/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 ND ND ND ND
11/10/2022 ND ND ND ND
2/9/2023 ND ND ND ND
5/11/2023 ND ND ND ND
8/16/2023 ND ND ND ND
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: MW-2A
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 5 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 ND 1.3 ND ND
10/22/1997 NS Thereafter
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: MW-3
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 6 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 ND 1.2 ND ND
10/22/1997 NS NS NS NS
8/4/1998 ND 1.1 ND ND
11/18/1998 ND 1.4 ND ND
3/5/1999 ND ND ND ND
6/7/1999 ND ND ND ND
10/15/1999 ND ND ND ND
2/16/2000 ND ND ND ND
8/16/2000 ND ND ND ND
2/15/2001 ND ND ND ND
10/9/2001 ND 4.7 ND ND
2/26/2002 ND ND ND ND
8/6/2002 ND ND ND ND
12/9/2002 NS NS NS NS
5/16/2003 ND 2.3 ND ND
11/5/2003 ND ND ND ND
5/11/2004 ND ND ND ND
11/22/2004 ND ND ND ND
11/9/2005 ND ND ND ND
5/10/2006 ND ND ND ND
11/3/2006 ND ND ND ND
5/16/2007 ND ND ND ND
11/20/2007 ND ND ND ND
5/15/2008 ND ND ND ND
11/10/2008 ND ND ND ND
5/8/2009 ND 2.5 ND ND
11/24/2009 ND ND ND ND
5/3/2010 ND ND ND ND
11/30/2010 ND ND ND ND
5/20/2011 ND ND ND ND
11/4/2011 ND ND ND ND
5/18/2012 ND ND ND ND
11/14/2012 ND ND ND ND
5/22/2013 ND ND ND ND
11/14/2013 ND ND ND ND
5/14/2014 ND ND ND ND
11/21/2014 ND ND ND ND
5/22/2015 ND ND ND ND
11/20/2015 ND ND ND ND
5/20/2016 ND ND ND ND
11/18/2016 ND ND ND ND
5/26/2017 ND ND ND ND
11/17/2017 ND ND ND ND
5/22/2018 ND ND ND ND
11/29/2018 ND ND ND ND
5/8/2019 ND ND ND ND
11/27/2019 ND ND ND ND
5/7/2020 ND 0.89 ND ND
12/4/2020 ND ND ND ND
5/11/2021 ND ND ND ND
12/2/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 ND ND ND ND
11/10/2022 ND ND ND ND
2/9/2023 ND ND ND ND
5/11/2023 ND ND ND ND
8/16/2023 ND ND ND ND
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: MW-4
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 7 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 ND 5.7 ND ND
10/22/1997 NS NS NS NS
8/4/1998 ND ND ND ND
11/18/1998 ND ND ND ND
3/5/1999 ND ND ND ND
6/7/1999 ND ND ND ND
10/15/1999 ND ND ND 2.8
2/16/2000 ND ND 7.1 12
8/16/2000 1.6 ND 22 30
2/15/2001 9.3 2.7 79 96.8
10/9/2001 ND 210,000 ND ND
2/26/2002 ND 190,000 ND 320
3/14/2002 53 190,000 270 540
8/6/2002 ND 230,000 ND ND
12/9/2002 NS NS NS NS
5/16/2003 ND 130,000 ND ND
11/5/2003 ND 9,400 ND ND
5/11/2004 ND 9,400 ND ND
11/22/2005 ND 3.6 ND ND
11/9/2005 ND 34 ND ND
5/10/2006 ND 20 ND ND
11/3/2006 ND ND ND ND
5/16/2007 1.1 24,000 400 254
11/20/2007 ND 2.4 ND ND
5/15/2008 ND 2.5 ND ND
11/10/2008 ND ND ND ND
5/8/2009 ND 323 ND ND
11/24/2009 ND 3,800 20.2 25.7
5/3/2010 ND 18,900 108 115.7
11/30/2010 ND 111,000 357 540
5/20/2011 ND 41,300 175 182.5
11/4/2011 ND 10,200 138 ND
5/18/2012 ND 35 84.8 4.9
11/14/2012 ND ND 2.9 ND
5/22/2013 ND 22.1 4 1.6
11/14/2013 ND 61.8 40.9 19.8
5/14/2014 ND 211 59.8 27.6
11/21/2014 ND 486 126 39.2
5/22/2015 ND 7.6 31.9 5.2
11/20/2015 ND 3.2 ND 1.3
5/20/2016 ND ND 1.4 ND
11/18/2016 ND ND ND ND
5/26/2017 ND ND 0.63 ND
11/17/2017 ND 951 73.9 66.2
5/22/2018 ND 534 161 171
11/29/2018 ND 62 181 72
5/8/2019 ND ND 1.7 ND
11/27/2019 ND ND ND ND
5/7/2020 ND ND ND ND
12/4/2020 ND ND ND ND
5/11/2021 ND ND ND ND
12/2/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 ND ND ND ND
11/10/2022 ND ND ND ND
2/9/2023 ND ND ND ND
5/11/2023 ND ND ND ND
8/16/2023 ND ND ND ND
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: MW-5
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 8 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 NS NS NS NS
10/22/1997 ND 1.3 ND 4.0
8/4/1998 ND ND ND ND
11/18/1998 ND ND ND ND
3/5/1999 ND ND ND ND
6/7/1999 ND ND ND ND
10/15/1999 ND ND ND ND
2/16/2000 ND ND ND ND
8/16/2000 ND ND ND ND
2/15/2001 ND ND ND ND
10/9/2001 ND ND ND ND
2/26/2002 ND 2.4 ND ND
3/14/2002 3.0 ND ND ND
8/6/2002 ND ND ND ND
12/9/2002 NS NS NS NS
5/16/2003 ND ND ND ND
11/5/2003 ND ND ND ND
5/11/2004 ND ND ND ND
11/22/2004 ND ND ND ND
11/9/2005 ND ND ND ND
5/10/2006 ND ND ND ND
11/3/2006 ND ND ND ND
5/16/2007 ND ND ND ND
11/20/2007 ND ND ND ND
5/15/2008 ND ND ND ND
11/10/2008 ND ND ND ND
5/8/2009 ND 2.1 ND ND
11/24/2009 ND ND ND ND
5/3/2010 ND ND ND ND
11/30/2010 NS NS NS NS
5/20/2011 ND ND ND ND
11/4/2011 ND ND ND ND
5/18/2012 ND ND ND ND
11/14/2012 ND ND ND ND
5/22/2013 ND ND ND ND
11/14/2013 ND ND ND ND
5/14/2014 ND ND ND ND
11/21/2014 ND ND ND ND
5/22/2015 ND ND ND ND
11/20/2015 ND ND ND ND
5/20/2016 ND ND ND ND
11/18/2016 ND ND 0.73 ND
5/26/2017 ND ND ND ND
11/17/2017 ND ND ND ND
5/22/2018 ND ND ND ND
11/29/2018 ND ND ND ND
5/8/2019 ND ND ND ND
11/27/20219 ND ND ND ND
5/7/2020 ND 0.65 ND ND
12/4/2020 ND ND ND ND
5/11/2021 ND ND ND ND
12/2/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 ND ND ND ND
11/10/2022 ND ND ND ND
2/9/2023 ND ND ND ND
5/11/2023 ND ND ND ND
8/16/2023 ND ND ND ND
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: MW-6
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 9 of 17
MW-7 installed December 9, 2002
Sampling Date Benzene Toluene Ethylbenzene Xylenes
2/15/2001 NS NS NS NS
10/9/2001 NS NS NS NS
2/26/2002 NS NS NS NS
8/6/2002 NS NS NS NS
12/9/2002 ND ND ND ND
5/16/2003 ND ND ND ND
11/5/2003 ND ND ND ND
5/11/2004 ND ND ND ND
11/22/2004 ND ND ND ND
11/9/2005 ND ND ND ND
5/10/2006 ND ND ND ND
11/3/2006 ND ND ND ND
5/16/2007 ND ND ND ND
11/20/2007 ND ND ND ND
5/15/2008 ND ND ND ND
11/10/2008 ND ND ND ND
5/8/2009 ND 1.8 ND ND
11/24/2009 ND ND ND ND
5/3/2010 ND ND ND ND
11/30/2010 ND ND ND ND
5/20/2011 ND ND ND ND
11/4/2011 ND ND ND ND
5/18/2012 ND ND ND ND
11/14/2012 ND ND ND ND
5/22/2013 ND ND ND ND
11/14/2013 ND ND ND ND
5/14/2014 ND ND ND ND
11/21/2014 ND ND ND ND
5/22/2015 ND ND ND ND
11/20/2015 ND ND ND ND
5/20/2016 ND ND ND ND
11/18/2016 ND ND ND ND
5/26/2017 ND ND ND ND
11/17/2017 ND ND ND ND
5/22/2018 ND ND ND ND
11/29/2018 ND ND ND ND
5/8/2019 ND ND ND ND
11/27/2019 ND ND ND ND
5/7/2020 ND 0.51 ND ND
12/4/2020 ND ND ND ND
5/11/2021 ND ND ND ND
12/2/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 ND ND ND ND
11/10/2022 ND ND ND ND
2/9/2023 ND ND ND ND
5/11/2023 ND ND ND ND
8/16/2023 ND ND ND ND
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: MW-7
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 10 of 17
MW-8 installed December 9, 2002
Sampling Date Benzene Toluene Ethylbenzene Xylenes
2/15/2001 NS NS NS NS
10/9/2001 NS NS NS NS
2/26/2002 NS NS NS NS
8/6/2002 NS NS NS NS
12/9/2002 ND ND ND ND
5/16/2003 ND ND ND ND
11/5/2003 ND ND ND ND
5/11/2004 ND ND ND ND
11/22/2004 ND ND ND ND
11/9/2005 ND ND ND ND
5/10/2006 ND ND ND ND
11/3/2006 ND ND ND ND
5/16/2007 ND ND ND ND
11/20/2007 ND ND ND ND
5/15/2008 ND ND ND ND
11/10/2008 ND ND ND ND
5/8/2009 ND 1.6 ND ND
11/24/2009 ND ND ND ND
5/3/2010 ND ND ND ND
11/30/2010 ND ND ND ND
5/20/2011 ND ND ND ND
11/4/2011 ND ND ND ND
5/18/2012 ND ND ND ND
11/14/2012 ND ND ND ND
5/22/2013 ND ND ND ND
11/14/2013 ND ND ND ND
5/14/2014 ND ND ND ND
11/21/2014 ND ND ND ND
5/22/2015 ND ND ND ND
11/20/2015 ND ND ND ND
5/20/2016 ND ND ND ND
11/18/2016 ND ND ND ND
5/26/2017 ND ND ND ND
11/17/2017 ND ND ND ND
5/22/2018 ND ND ND ND
11/29/2018 ND ND ND ND
5/8/2019 ND ND ND ND
11/27/2019 ND ND ND ND
5/7/2020 ND ND ND ND
12/4/2020 ND ND ND ND
5/11/2021 ND ND ND ND
12/2/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 ND ND ND ND
11/10/2022
2/9/2023
5/11/2023
8/16/2023 ND ND ND ND
15A NCAC 2L Standard 1.0 600 600 500
NS - Well Inaccessible
NS - Well Inaccessible
NS - Well Inaccessible
Sample ID: MW-8
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 11 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 ND 15 ND ND
10/22/1997 NS NS NS NS
8/4/1998 NS NS NS NS
11/18/1998 NS NS NS NS
3/5/1999 NS NS NS NS
6/7/1999 NS NS NS NS
10/15/1999 NS NS NS NS
2/16/2000 NS NS NS NS
8/16/2000 NS NS NS NS
2/15/2001 NS NS NS NS
10/9/2001 NS NS NS NS
2/26/2002 NS NS NS NS
8/6/2002 NS NS NS NS
12/9/2002 NS NS NS NS
5/16/2003 NS NS NS NS
11/5/2003 NS NS NS NS
5/11/2004 2.1 36,000 48 104
11/22/2004 NS NS NS NS
11/9/2005 NS NS NS NS
5/10/2006 ND 10 ND ND
11/3/2006 ND 4 ND ND
5/16/2007 ND 7.5 ND ND
11/20/2007 ND 4.2 ND ND
5/15/2008 ND 4 ND ND
11/10/2008 ND 1.1 ND ND
5/8/2009 ND 58.5 ND ND
11/24/2009 ND 5,150 21.3 34.8
5/3/2010 ND 119 23.1 29.1
11/30/2010 ND 89.4 1.6 ND
5/20/2011 ND 242 2 ND
11/4/2011 ND 1,100 ND ND
5/18/2012 ND 1,370 12.3 9.7
11/14/2012 ND 86.5 1.1 ND
5/22/2013 ND 38.6 ND ND
11/14/2013 ND 18.6 ND ND
5/14/2014 ND 35.1 ND ND
11/21/2014 ND 18.8 ND ND
5/22/2015 ND 10.5 ND ND
11/20/2015 ND ND ND ND
5/20/2016 ND ND ND ND
11/18/2016 ND 2.7 ND ND
5/26/2017 ND 5 ND ND
11/17/2017 ND 1.7 ND ND
5/22/2018 ND 1.9 ND ND
11/29/2018 ND 2.8 ND ND
5/8/2019 ND ND ND ND
11/27/2019 ND ND ND ND
5/7/2020 ND 2.2 ND ND
12/4/2020 ND 2.6 ND ND
5/11/2021 ND ND 0.36J ND
12/2/2021 ND ND ND ND
6/1/2022 ND 35.8 3.3 6.6
8/29/2022 ND 6 1.4 ND
11/10/2022 ND 1.4 ND ND
2/9/2023 ND 5 ND ND
5/11/2023 ND 2.5 1.1 ND
8/16/2023 ND 6.6 1.2 ND
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: VE-1
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 12 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 NS NS NS NS
10/22/1997 NS NS NS NS
8/14/1998 ND 14,000 ND 810
3/15/1999 NS Thereafter - RW-1 replaced with RW-1A
15A NCAC 2L Standard 1.0 600 600 500
RW-1A installed on March 3, 1999 Total Depth of RW-1A=41 feet
Sampling Date Benzene Toluene Ethylbenzene Xylenes
3/15/1999 ND 530,000 ND ND
6/7/1999 ND 65,000 230 970
11/11/1999 ND 250,000 ND 640
2/16/2000 ND 170,000 ND ND
8/16/2000 ND 69,000 ND ND
2/15/2001 ND 350,000 270 1,100
10/9/2001 NS NS NS NS
2/26/2002 NS NS NS NS
8/6/2002 NS NS NS NS
12/9/2002 NS NS NS NS
3/29/2004 <2000 270,000 <2000 <2000
5/11/2004 ND 350,000 270 1,100
11/9/2005 ND 39,000 ND ND
5/10/2006 NS Thereafter - RW-1A replaced with RW-2
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: RW-1A
Sample ID: RW-1
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 13 of 17
RW-2 installed on September 20, 2001 Total Depth of RW-2=60 feet
Sampling Date Benzene Toluene Ethylbenzene Xylenes
10/9/2001 ND 24,000,000 120,000 409,000
3/14/2002 ND 2,200,000 290 2,100
5/21/2002 ND 1,000,000 19,000 108,000
8/6/2002 ND 430,000 ND ND
12/9/2002 ND 270,000 ND ND
5/23/2003 ND 240,000 ND ND
11/5/2003 NS NS NS NS
1/15/2004 ND 61,000 ND ND
3/29/2004 2.9 22,000 25 115
5/11/2004 ND 240,000 ND ND
11/22/2004 1.8 5,000 12 32
11/9/2005 ND 230,000 ND ND
5/10/2006 ND 190,000 ND ND
11/3/2006 ND 25,000 ND ND
5/16/2007 ND 17,000 ND ND
11/20/2007 ND 37,500 ND ND
5/15/2008 ND 19,100 ND ND
11/10/2008 ND 28,200 ND ND
5/8/2009 ND 15,600 31.5 92
11/24/2009 ND 39,600 ND ND
5/3/2010 ND 114,000 ND 910
11/30/2010 NS NS NS NS
5/20/2011 ND 41,500 121 244
11/4/2011 ND 21,900 ND ND
5/18/2012 ND 2,610 28 ND
11/14/2012 ND 18,200 ND ND
5/22/2013 ND 4,950 ND ND
11/14/2013 ND 640 ND ND
5/14/2014 ND 35,400 132 399.8
11/21/2014 ND 4,350 ND ND
5/22/2015 ND 20,000 107 186
11/20/2015 ND 5,710 ND ND
5/20/2016 ND 16,900 ND ND
11/18/2016 ND 25,400 ND ND
5/26/2017 ND 171 2.8 2.59
11/17/2017 ND 968 20.1 32
5/22/2018 ND 144 21.1 26.6
11/29/2018 ND 1,820 72.9 92.2
5/8/2019 NS NS NS NS
11/27/2019 ND 3,210 69.4 132.5
5/7/2020 ND 13.2 ND ND
12/4/2020 ND 302 21.9 33.8
5/11/2021 ND 187 2J 14.9
12/2/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 NS Thereafter - Remediation System Off
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: RW-2
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 14 of 17
RW-3 installed on July 17, 2003 Total Depth of RW-3=60 feet
Sampling Date Benzene Toluene Ethylbenzene Xylenes
1/15/2004 ND 35,000 ND ND
3/29/2004 11 22,000 40 126
5/11/2004 ND 25,000 ND ND
11/22/2004 ND 250 ND 48.2J
11/9/2005 ND 8,100 ND ND
5/10/2006 ND 28,000 ND ND
11/3/2006 ND 2,000 ND ND
5/16/2007 NS NS NS NS
11/20/2007 ND 5,170 ND ND
5/15/2008 ND 5,340 ND ND
11/10/2008 ND 4,640 ND ND
5/8/2009 ND 3,160 11.1 23.5
11/24/2009 ND 6,900 ND ND
5/3/2010 ND 23,500 72 230.7
11/30/2010 NS NS NS NS
5/20/2011 ND 25,600 102 ND
11/4/2011 ND 16,900 ND ND
5/18/2012 ND 5,260 ND ND
11/14/2012 ND 8,080 ND ND
5/22/2013 ND 2,440 30.2 ND
11/14/2013 ND 1,590 ND ND
5/14/2014 ND 2,600 55.5 62.3
11/21/2014 ND 2,940 40.9 ND
5/22/2015 ND 1,350 49.3 33.1
11/20/2015 ND 2,060 ND ND
5/20/2016 ND 1,700 14.3 ND
11/18/2016 ND 784 13.6 14.1
5/26/2017 ND 6,030 ND ND
11/17/2017 ND 7,620 27.8 ND
5/22/2018 ND 47,000 ND ND
11/29/2018 ND 39,500 ND ND
5/8/2019 NS NS NS NS
11/27/2019 ND 1,620 ND ND
5/7/2020 ND 123 1.6 5.1
12/4/2020 ND 149 1.3 28.5
5/11/2021 ND 386 5.5 7.7J
12/2/2021 ND ND ND ND
6/1/2022 ND 22.8 2.3 ND
8/29/2022 NS Thereafter - Remediation System Off
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: RW-3
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 15 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 ND ND ND ND
10/22/1997 NS NS NS NS
8/4/1998 ND ND ND ND
11/18/1998 NS NS NS NS
3/15/1999 NS NS NS NS
6/7/1999 NS NS NS NS
10/15/1999 ND ND ND ND
2/16/2000 NS NS NS NS
8/16/2000 ND ND ND ND
2/15/2001 NS NS NS NS
10/9/2001 ND ND ND ND
2/26/2002 NS NS NS NS
8/6/2002 ND ND ND ND
12/9/2002 NS NS NS NS
5/16/2003 ND ND ND ND
5/11/2004 ND ND ND ND
5/10/2006 ND ND ND ND
5/16/2007 ND ND ND ND
5/15/2008 ND ND ND ND
5/8/2009 ND ND ND ND
5/3/2010 ND ND ND ND
5/20/2011 ND ND ND ND
5/18/2012 NS Thereafter - Power is no longer connected to well
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: JacksonLea WSW
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 16 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
8/13/1997 NS NS NS NS
9/22/1997 ND ND ND ND
10/22/1997 NS NS NS NS
8/4/1998 ND ND ND ND
11/18/1998 NS NS NS NS
3/15/1999 NS NS NS NS
6/7/1999 NS NS NS NS
10/15/1999 ND ND ND ND
2/16/2000 NS NS NS NS
8/16/2000 ND ND ND ND
2/15/2001 NS NS NS NS
10/9/2001 NS ND ND ND
2/26/2002 NS NS NS NS
8/6/2002 ND ND ND ND
12/9/2002 NS NS NS NS
5/16/2003 ND ND ND ND
5/11/2004 ND ND ND ND
5/10/2006 ND ND ND ND
5/16/2007 ND ND ND ND
5/15/2008 ND ND ND ND
5/8/2009 ND 2 ND ND
5/3/2010 ND ND ND ND
5/20/2011 ND ND ND ND
5/18/2012 ND ND ND ND
5/22/2013 NS - Power is no longer connected to well
5/14/2014 ND ND ND ND
5/22/2015 ND ND ND ND
5/20/2016 NS - Power is no longer connected to well
5/26/2017 ND ND ND ND
5/22/2018 ND ND ND ND
5/8/2019 ND ND ND ND
5/7/2020 ND ND ND ND
5/11/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 ND ND ND ND
11/10/2022 ND ND ND ND
2/9/2023 ND ND ND ND
5/11/2023 ND ND ND ND
8/16/2023 ND ND ND ND
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: Cargo Transportation WSW
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.
TABLE 3
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
JACKSONLEA FACILITY
HIGHWAY 70 EAST
CONOVER, NORTH CAROLINA
CDG PROJECT # R990160899
Page 17 of 17
Sampling Date Benzene Toluene Ethylbenzene Xylenes
5/10/2006 ND 84 ND ND
11/3/2006 ND ND ND ND
5/16/2007 ND 200 ND ND
11/20/2007 ND 817 ND ND
5/15/2008 ND 142 ND 2.4
11/10/2008 ND 108 ND ND
5/8/2009 ND 16.3 ND ND
11/24/2009 ND 534 ND 2.1
5/20/2011 ND 41.9 ND ND
11/4/2011 ND 142 ND ND
5/18/2012 ND 60.3 ND ND
11/14/2012 ND 59.3 ND ND
5/22/2013 ND 124 ND ND
11/14/2013 ND 95.8 ND ND
5/14/2014 ND 4.3 ND ND
11/21/2014 ND 121 ND 2.9
5/22/2015 ND 37.8 ND ND
11/20/2015 ND 36.2 ND ND
5/20/2016 ND 2.5 ND ND
11/18/2016 ND 33.9 ND ND
5/26/2017 ND 13.8 ND ND
11/17/2017 ND 45 ND ND
5/22/2018 ND 43.5 0.56 1.1
11/29/2018 ND 101 1.4 2.9
5/8/2019 NS NS NS NS
11/27/2019 ND 2340 34 92.5
5/7/2020 ND 92.3 0.68 2.3
12/4/2020 ND 272 15.6 33.7
5/11/2021 ND 70.9 1.4 3.71J
12/2/2021 ND ND ND ND
6/1/2022 ND ND ND ND
8/29/2022 NS Thereafter - Remediation System Off
15A NCAC 2L Standard 1.0 600 600 500
Sample ID: Effluent (Discharge from Groundwater Recovery System to Sanitary
Sewer)
ND - Not Detected
NS - Not Sampled
FP - Free Product
J - Estimated Concentration
Concentrations in micrograms per liter (ug/L).
Notes: DPE system started in August 2003.
Other Analytes can be seen the the analytical data.

APPENDIX A

Laboratory Report

#=CL#
August 28, 2023
LIMS USE: FR - JAMES
LIMS OBJECT ID: 92683571
92683571
Project:
Pace Project No.:
RE:
Mr. James Gamertsfelder
,
JACKSONLEA
Dear Mr. Gamertsfelder:
Enclosed are the analytical results for sample(s) received by the laboratory on August 18, 2023. The results relate only to
the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Bonnie Vang
[e-mail]
Project Manager
[phone]
Enclosures
cc:Mr. James Gamertsfelder, Shield Engineering
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 24
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92683571
JACKSONLEA
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 24
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92683571
JACKSONLEA
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92683571001 MW-1A SM 6200B 16 PASI-CLMB
92683571002 MW-2A SM 6200B 16 PASI-CLMB
92683571003 MW-4 SM 6200B 16 PASI-CLMB
92683571004 MW-5 SM 6200B 16 PASI-CLMB
92683571005 MW-6 SM 6200B 16 PASI-CLMB
92683571006 MW-7 SM 6200B 16 PASI-CLMB
92683571007 MW-8 SM 6200B 16 PASI-CLMB
92683571008 VE-1 SM 6200B 16 PASI-CLMB
92683571009 CARGO WSW SM 6200B 16 PASI-CLMB
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 24
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92683571
JACKSONLEA
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92683571001 MW-1A
Ethylbenzene 155 ug/L 08/25/23 12:00 M15.0SM 6200B
Toluene 663 ug/L 08/25/23 12:00 M15.0SM 6200B
m&p-Xylene 127 ug/L 08/25/23 12:0010.0SM 6200B
o-Xylene 13.8 ug/L 08/25/23 12:005.0SM 6200B
92683571008 VE-1
Ethylbenzene 1.2 ug/L 08/21/23 13:571.0SM 6200B
Toluene 6.6 ug/L 08/21/23 13:571.0SM 6200B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 24
#=NA#
PROJECT NARRATIVE
Pace Project No.:
Project:
92683571
JACKSONLEA
Method:
Client:CDG (formerrly Shield Engineering)
SM 6200B
Date:August 28, 2023
Description:602 Volatiles by Method 6200
General Information:
9 samples were analyzed for SM 6200B by Pace Analytical Services Charlotte. All samples were received in acceptable condition with
any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end ofthis report.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
Initial Calibrations (including MS Tune as applicable):
All criteria were within method requirements with any exceptions noted below.
Continuing Calibration:
All criteria were within method requirements with any exceptions noted below.
Internal Standards:
All internal standards were within QC limits with any exceptions noted below.
Surrogates:
All surrogates were within QC limits with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
QC Batch: 795956
A matrix spike and/or matrix spike duplicate (MS/MSD) were performed on the following sample(s): 92683571001
M1: Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
• MS (Lab ID: 4124382)
• Ethylbenzene
• Toluene
• MSD (Lab ID: 4124383)
• Ethylbenzene
• Toluene
Additional Comments:
This data package has been reviewed for quality and completeness and is approved for release.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:MW-1A Lab ID:92683571001 Collected:08/16/23 11:15 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/25/23 12:00 71-43-25.0 5
Chlorobenzene ND ug/L 08/25/23 12:00 108-90-75.0 5
1,2-Dichlorobenzene ND ug/L 08/25/23 12:00 95-50-15.0 5
1,3-Dichlorobenzene ND ug/L 08/25/23 12:00 541-73-15.0 5
1,4-Dichlorobenzene ND ug/L 08/25/23 12:00 106-46-75.0 5
Diisopropyl ether ND ug/L 08/25/23 12:00 108-20-35.0 5
Ethylbenzene 155 ug/L 08/25/23 12:00 100-41-4 M15.0 5
Isopropylbenzene (Cumene)ND ug/L 08/25/23 12:00 98-82-85.0 5
Methyl-tert-butyl ether ND ug/L 08/25/23 12:00 1634-04-45.0 5
Naphthalene ND ug/L 08/25/23 12:00 91-20-310.0 5
Toluene 663 ug/L 08/25/23 12:00 108-88-3 M15.0 5
m&p-Xylene 127 ug/L 08/25/23 12:00 179601-23-110.0 5
o-Xylene 13.8 ug/L 08/25/23 12:00 95-47-65.0 5
Surrogates
4-Bromofluorobenzene (S)99 %08/25/23 12:00 460-00-470-130 5
1,2-Dichloroethane-d4 (S)96 %08/25/23 12:00 17060-07-070-130 5
Toluene-d8 (S)100 %08/25/23 12:00 2037-26-570-130 5
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
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[phone]
Page 6 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:MW-2A Lab ID:92683571002 Collected:08/16/23 11:45 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/21/23 12:10 71-43-21.0 1
Chlorobenzene ND ug/L 08/21/23 12:10 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 08/21/23 12:10 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 08/21/23 12:10 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 08/21/23 12:10 106-46-71.0 1
Diisopropyl ether ND ug/L 08/21/23 12:10 108-20-31.0 1
Ethylbenzene ND ug/L 08/21/23 12:10 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 08/21/23 12:10 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 08/21/23 12:10 1634-04-41.0 1
Naphthalene ND ug/L 08/21/23 12:10 91-20-32.0 1
Toluene ND ug/L 08/21/23 12:10 108-88-31.0 1
m&p-Xylene ND ug/L 08/21/23 12:10 179601-23-12.0 1
o-Xylene ND ug/L 08/21/23 12:10 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)106 %08/21/23 12:10 460-00-470-130 1
1,2-Dichloroethane-d4 (S)106 %08/21/23 12:10 17060-07-070-130 1
Toluene-d8 (S)99 %08/21/23 12:10 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:MW-4 Lab ID:92683571003 Collected:08/16/23 11:00 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/21/23 12:28 71-43-21.0 1
Chlorobenzene ND ug/L 08/21/23 12:28 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 08/21/23 12:28 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 08/21/23 12:28 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 08/21/23 12:28 106-46-71.0 1
Diisopropyl ether ND ug/L 08/21/23 12:28 108-20-31.0 1
Ethylbenzene ND ug/L 08/21/23 12:28 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 08/21/23 12:28 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 08/21/23 12:28 1634-04-41.0 1
Naphthalene ND ug/L 08/21/23 12:28 91-20-32.0 1
Toluene ND ug/L 08/21/23 12:28 108-88-31.0 1
m&p-Xylene ND ug/L 08/21/23 12:28 179601-23-12.0 1
o-Xylene ND ug/L 08/21/23 12:28 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)105 %08/21/23 12:28 460-00-470-130 1
1,2-Dichloroethane-d4 (S)107 %08/21/23 12:28 17060-07-070-130 1
Toluene-d8 (S)98 %08/21/23 12:28 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:MW-5 Lab ID:92683571004 Collected:08/16/23 11:55 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/21/23 12:45 71-43-21.0 1
Chlorobenzene ND ug/L 08/21/23 12:45 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 08/21/23 12:45 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 08/21/23 12:45 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 08/21/23 12:45 106-46-71.0 1
Diisopropyl ether ND ug/L 08/21/23 12:45 108-20-31.0 1
Ethylbenzene ND ug/L 08/21/23 12:45 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 08/21/23 12:45 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 08/21/23 12:45 1634-04-41.0 1
Naphthalene ND ug/L 08/21/23 12:45 91-20-32.0 1
Toluene ND ug/L 08/21/23 12:45 108-88-31.0 1
m&p-Xylene ND ug/L 08/21/23 12:45 179601-23-12.0 1
o-Xylene ND ug/L 08/21/23 12:45 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)105 %08/21/23 12:45 460-00-470-130 1
1,2-Dichloroethane-d4 (S)105 %08/21/23 12:45 17060-07-070-130 1
Toluene-d8 (S)99 %08/21/23 12:45 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
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9800 Kincey Ave. Suite 100
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[phone]
Page 9 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:MW-6 Lab ID:92683571005 Collected:08/16/23 12:30 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/21/23 13:04 71-43-21.0 1
Chlorobenzene ND ug/L 08/21/23 13:04 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 08/21/23 13:04 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 08/21/23 13:04 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 08/21/23 13:04 106-46-71.0 1
Diisopropyl ether ND ug/L 08/21/23 13:04 108-20-31.0 1
Ethylbenzene ND ug/L 08/21/23 13:04 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 08/21/23 13:04 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 08/21/23 13:04 1634-04-41.0 1
Naphthalene ND ug/L 08/21/23 13:04 91-20-32.0 1
Toluene ND ug/L 08/21/23 13:04 108-88-31.0 1
m&p-Xylene ND ug/L 08/21/23 13:04 179601-23-12.0 1
o-Xylene ND ug/L 08/21/23 13:04 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)106 %08/21/23 13:04 460-00-470-130 1
1,2-Dichloroethane-d4 (S)107 %08/21/23 13:04 17060-07-070-130 1
Toluene-d8 (S)98 %08/21/23 13:04 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:MW-7 Lab ID:92683571006 Collected:08/16/23 12:15 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/21/23 13:21 71-43-21.0 1
Chlorobenzene ND ug/L 08/21/23 13:21 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 08/21/23 13:21 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 08/21/23 13:21 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 08/21/23 13:21 106-46-71.0 1
Diisopropyl ether ND ug/L 08/21/23 13:21 108-20-31.0 1
Ethylbenzene ND ug/L 08/21/23 13:21 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 08/21/23 13:21 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 08/21/23 13:21 1634-04-41.0 1
Naphthalene ND ug/L 08/21/23 13:21 91-20-32.0 1
Toluene ND ug/L 08/21/23 13:21 108-88-31.0 1
m&p-Xylene ND ug/L 08/21/23 13:21 179601-23-12.0 1
o-Xylene ND ug/L 08/21/23 13:21 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)103 %08/21/23 13:21 460-00-470-130 1
1,2-Dichloroethane-d4 (S)108 %08/21/23 13:21 17060-07-070-130 1
Toluene-d8 (S)98 %08/21/23 13:21 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:MW-8 Lab ID:92683571007 Collected:08/16/23 13:30 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/21/23 13:39 71-43-21.0 1
Chlorobenzene ND ug/L 08/21/23 13:39 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 08/21/23 13:39 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 08/21/23 13:39 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 08/21/23 13:39 106-46-71.0 1
Diisopropyl ether ND ug/L 08/21/23 13:39 108-20-31.0 1
Ethylbenzene ND ug/L 08/21/23 13:39 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 08/21/23 13:39 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 08/21/23 13:39 1634-04-41.0 1
Naphthalene ND ug/L 08/21/23 13:39 91-20-32.0 1
Toluene ND ug/L 08/21/23 13:39 108-88-31.0 1
m&p-Xylene ND ug/L 08/21/23 13:39 179601-23-12.0 1
o-Xylene ND ug/L 08/21/23 13:39 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)106 %08/21/23 13:39 460-00-470-130 1
1,2-Dichloroethane-d4 (S)107 %08/21/23 13:39 17060-07-070-130 1
Toluene-d8 (S)98 %08/21/23 13:39 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:VE-1 Lab ID:92683571008 Collected:08/16/23 11:30 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/21/23 13:57 71-43-21.0 1
Chlorobenzene ND ug/L 08/21/23 13:57 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 08/21/23 13:57 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 08/21/23 13:57 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 08/21/23 13:57 106-46-71.0 1
Diisopropyl ether ND ug/L 08/21/23 13:57 108-20-31.0 1
Ethylbenzene 1.2 ug/L 08/21/23 13:57 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 08/21/23 13:57 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 08/21/23 13:57 1634-04-41.0 1
Naphthalene ND ug/L 08/21/23 13:57 91-20-32.0 1
Toluene 6.6 ug/L 08/21/23 13:57 108-88-31.0 1
m&p-Xylene ND ug/L 08/21/23 13:57 179601-23-12.0 1
o-Xylene ND ug/L 08/21/23 13:57 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)108 %08/21/23 13:57 460-00-470-130 1
1,2-Dichloroethane-d4 (S)104 %08/21/23 13:57 17060-07-070-130 1
Toluene-d8 (S)98 %08/21/23 13:57 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92683571
JACKSONLEA
Sample:CARGO WSW Lab ID:92683571009 Collected:08/16/23 12:55 Received:08/18/23 15:51 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
602 Volatiles by Method 6200
Benzene ND ug/L 08/21/23 14:15 71-43-21.0 1
Chlorobenzene ND ug/L 08/21/23 14:15 108-90-71.0 1
1,2-Dichlorobenzene ND ug/L 08/21/23 14:15 95-50-11.0 1
1,3-Dichlorobenzene ND ug/L 08/21/23 14:15 541-73-11.0 1
1,4-Dichlorobenzene ND ug/L 08/21/23 14:15 106-46-71.0 1
Diisopropyl ether ND ug/L 08/21/23 14:15 108-20-31.0 1
Ethylbenzene ND ug/L 08/21/23 14:15 100-41-41.0 1
Isopropylbenzene (Cumene)ND ug/L 08/21/23 14:15 98-82-81.0 1
Methyl-tert-butyl ether ND ug/L 08/21/23 14:15 1634-04-41.0 1
Naphthalene ND ug/L 08/21/23 14:15 91-20-32.0 1
Toluene ND ug/L 08/21/23 14:15 108-88-31.0 1
m&p-Xylene ND ug/L 08/21/23 14:15 179601-23-12.0 1
o-Xylene ND ug/L 08/21/23 14:15 95-47-61.0 1
Surrogates
4-Bromofluorobenzene (S)104 %08/21/23 14:15 460-00-470-130 1
1,2-Dichloroethane-d4 (S)108 %08/21/23 14:15 17060-07-070-130 1
Toluene-d8 (S)98 %08/21/23 14:15 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92683571
JACKSONLEA
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:
794827
SM 6200B
SM 6200B
602 by 6200B
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92683571002, 92683571003, 92683571004, 92683571005, 92683571006, 92683571007, 92683571008,
92683571009
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4118495
Associated Lab Samples:92683571002, 92683571003, 92683571004, 92683571005, 92683571006, 92683571007, 92683571008,
92683571009
Matrix:Water
Analyzed
1,2-Dichlorobenzene ug/L ND 1.0 08/21/23 10:41
1,3-Dichlorobenzene ug/L ND 1.0 08/21/23 10:41
1,4-Dichlorobenzene ug/L ND 1.0 08/21/23 10:41
Benzene ug/L ND 1.0 08/21/23 10:41
Chlorobenzene ug/L ND 1.0 08/21/23 10:41
Diisopropyl ether ug/L ND 1.0 08/21/23 10:41
Ethylbenzene ug/L ND 1.0 08/21/23 10:41
Isopropylbenzene (Cumene)ug/L ND 1.0 08/21/23 10:41
m&p-Xylene ug/L ND 2.0 08/21/23 10:41
Methyl-tert-butyl ether ug/L ND 1.0 08/21/23 10:41
Naphthalene ug/L ND 2.0 08/21/23 10:41
o-Xylene ug/L ND 1.0 08/21/23 10:41
Toluene ug/L ND 1.0 08/21/23 10:41
1,2-Dichloroethane-d4 (S)%107 70-130 08/21/23 10:41
4-Bromofluorobenzene (S)%105 70-130 08/21/23 10:41
Toluene-d8 (S)%99 70-130 08/21/23 10:41
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4118496LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichlorobenzene ug/L 20.420 102 60-140
1,3-Dichlorobenzene ug/L 20.120 101 60-140
1,4-Dichlorobenzene ug/L 20.220 101 60-140
Benzene ug/L 18.220 91 60-140
Chlorobenzene ug/L 19.620 98 60-140
Diisopropyl ether ug/L 17.420 87 60-140
Ethylbenzene ug/L 19.620 98 60-140
Isopropylbenzene (Cumene)ug/L 20.420 102 60-140
m&p-Xylene ug/L 40.640 101 60-140
Methyl-tert-butyl ether ug/L 17.020 85 60-140
Naphthalene ug/L 21.520 107 60-140
o-Xylene ug/L 19.420 97 60-140
Toluene ug/L 18.220 91 60-140
1,2-Dichloroethane-d4 (S)%100 70-130
4-Bromofluorobenzene (S)%105 70-130
Toluene-d8 (S)%99 70-130
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
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Huntersville, NC 28078
[phone]
Page 15 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92683571
JACKSONLEA
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.
4118497MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92683571002
4118498
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
1,2-Dichlorobenzene ug/L 20 115 60-140114 020ND22.9 22.9
1,3-Dichlorobenzene ug/L 20 114 60-140118 420ND22.8 23.7
1,4-Dichlorobenzene ug/L 20 115 60-140115 020ND23.0 23.1
Benzene ug/L 20 107 60-140110 320ND21.3 22.0
Chlorobenzene ug/L 20 108 60-140110 220ND21.6 22.0
Diisopropyl ether ug/L 20 103 60-140106 320ND20.5 21.2
Ethylbenzene ug/L 20 110 60-140112 220ND22.0 22.4
Isopropylbenzene (Cumene)ug/L 20 118 60-140119 120ND23.6 23.8
m&p-Xylene ug/L 40 114 60-140115 140ND45.4 46.1
Methyl-tert-butyl ether ug/L 20 98 60-140100 220ND19.6 20.0
Naphthalene ug/L 20 113 60-140121 820ND22.5 24.3
o-Xylene ug/L 20 108 60-140111 320ND21.7 22.3
Toluene ug/L 20 104 60-140107 320ND20.8 21.3
1,2-Dichloroethane-d4 (S)%106 70-130102
4-Bromofluorobenzene (S)%106 70-130105
Toluene-d8 (S)%100 70-13098
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
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Page 16 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92683571
JACKSONLEA
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:
795956
SM 6200B
SM 6200B
602 by 6200B
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92683571001
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4124380
Associated Lab Samples:92683571001
Matrix:Water
Analyzed
1,2-Dichlorobenzene ug/L ND 1.0 08/25/23 10:49
1,3-Dichlorobenzene ug/L ND 1.0 08/25/23 10:49
1,4-Dichlorobenzene ug/L ND 1.0 08/25/23 10:49
Benzene ug/L ND 1.0 08/25/23 10:49
Chlorobenzene ug/L ND 1.0 08/25/23 10:49
Diisopropyl ether ug/L ND 1.0 08/25/23 10:49
Ethylbenzene ug/L ND 1.0 08/25/23 10:49
Isopropylbenzene (Cumene)ug/L ND 1.0 08/25/23 10:49
m&p-Xylene ug/L ND 2.0 08/25/23 10:49
Methyl-tert-butyl ether ug/L ND 1.0 08/25/23 10:49
Naphthalene ug/L ND 2.0 08/25/23 10:49
o-Xylene ug/L ND 1.0 08/25/23 10:49
Toluene ug/L ND 1.0 08/25/23 10:49
1,2-Dichloroethane-d4 (S)%95 70-130 08/25/23 10:49
4-Bromofluorobenzene (S)%101 70-130 08/25/23 10:49
Toluene-d8 (S)%102 70-130 08/25/23 10:49
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4124381LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichlorobenzene ug/L 19.720 98 60-140
1,3-Dichlorobenzene ug/L 20.520 102 60-140
1,4-Dichlorobenzene ug/L 19.320 97 60-140
Benzene ug/L 19.420 97 60-140
Chlorobenzene ug/L 19.620 98 60-140
Diisopropyl ether ug/L 18.520 92 60-140
Ethylbenzene ug/L 19.020 95 60-140
Isopropylbenzene (Cumene)ug/L 20.720 104 60-140
m&p-Xylene ug/L 38.840 97 60-140
Methyl-tert-butyl ether ug/L 18.720 94 60-140
Naphthalene ug/L 20.920 104 60-140
o-Xylene ug/L 19.020 95 60-140
Toluene ug/L 18.320 91 60-140
1,2-Dichloroethane-d4 (S)%99 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%101 70-130
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
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[phone]
Page 17 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92683571
JACKSONLEA
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.
4124382MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92683571001
4124383
MSD
Result
MSD
% Rec RPD
MSDMS
Spike
Conc.
1,2-Dichlorobenzene ug/L 20 115 60-140111 420ND23.1 22.2
1,3-Dichlorobenzene ug/L 20 115 60-140114 020ND22.9 22.9
1,4-Dichlorobenzene ug/L 20 117 60-140118 120ND23.4 23.6
Benzene ug/L 20 106 60-140101 520ND21.2 20.3
Chlorobenzene ug/L 20 110 60-140114 320ND22.0 22.7
Diisopropyl ether ug/L 20 101 60-140101 020ND20.2 20.2
Ethylbenzene ug/L M1202960-14032 020155161162
Isopropylbenzene (Cumene)ug/L 20 112 60-140114 120ND25.8 26.1
m&p-Xylene ug/L 40 68 60-14075 240127154156
Methyl-tert-butyl ether ug/L 20 98 60-14097 120ND19.6 19.4
Naphthalene ug/L 20 115 60-140118 320ND23.0 23.6
o-Xylene ug/L 20 98 60-140101 22013.8 33.3 33.9
Toluene ug/L M120-441 60-140-446 020663575574
1,2-Dichloroethane-d4 (S)%95 70-13096
4-Bromofluorobenzene (S)%100 70-130103
Toluene-d8 (S)%99 70-13099
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 24
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92683571
JACKSONLEA
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
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, LLC.Date: 08/28/2023 03:12 PM
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[phone]
Page 19 of 24
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92683571
JACKSONLEA
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92683571001 795956MW-1A SM 6200B
92683571002 794827MW-2A SM 6200B
92683571003 794827MW-4 SM 6200B
92683571004 794827MW-5 SM 6200B
92683571005 794827MW-6 SM 6200B
92683571006 794827MW-7 SM 6200B
92683571007 794827MW-8 SM 6200B
92683571008 794827VE-1 SM 6200B
92683571009 794827CARGO WSW SM 6200B
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 08/28/2023 03:12 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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