MO-8827_40338_CA_MRP_20210131_Monitoring Report

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\I
Civil-Geotechnical-Surveying
January 31, 2021
Trudy Beverly, L.G.
Hydrogeologist
North Carolina Department of Environmental Quality
601 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Transmittal of Monitoring Report
Six-O-One Stop
5661 Highway 601 South
Concord, Cabarrus County, North Carolina
Incident Number: 40338
Risk Classification: High
Dear Ms. Beverly:
On behalf of our client, Mr. Marc Glover, operator of Six-O-One Stop, Concord
Engineering and Surveying, Inc. (CESI) has prepared the attached Monitoring Report for
the facility which is located at 5661 Highway 601 South, Concord, North Carolina.
CESI apologizes for the tardiness of the report. Should you have any questions, please
do not hesitate to contact me at [phone].
Sincerely,
Az� �— e--,—
Steven E. Irminger, P.E.
Senior Engineer
45 Spring Street, SW P.O. Box 268 Concord, NC 28026-0268 704-786-5404
www.cesicgs.com NC License Number C-0263

Monitoring Report
A. Site Information
1. Site Identification
—Date of Report: January 31, 2021
Facility I.D.: 4753 UST Incident Number (if known): 40338
Site Name: Six-O-One Stop
Site Street Address: 5661 Highway 601 South
City/Town: Concord Zip Code: 28025 County: Cabarrus
Description of Geographical Data Point (e.g., diesel fill port): Center of onsite building
'Location Method (GPS, topographical map, other): Topographic Map
'Latitude (decimal degrees): 35.339270 Longitude (decimal degrees):-80.520200
2. Information about Contacts Associated with the Leaking UST System
BUST Owner: Marc Glover
Address: 5661 Highway 601 South, Concord, North Carolina 28025 Tel.: [phone]
BUST Operator: Marc Glover
Address: 5661 Highway 601 South, Concord, North Carolina 28025 Tel: [phone]
Property Owner: Misenheimer, Sydnie, Lynne
Address: 38288A Gold Hill Road, Richfield, North Carolina 28137 Tel.:
Property Occupant: Marc Glover.
Address: 5661 Highway 601 South, Concord, North Carolina 28025 Tel: [phone]
Consultant/Contractor: CESI Land Development Services
Address: P.O. Box 268 Tel: [phone]
Analytical Laboratory: Pace Analytical, Inc. State Certification No. 37712
Address: 9800 Kincey Avenue, Huntersville, North Carolina Tel: [phone]
3. Information about Release
Date Discovered: January 17, 2014
Estimated Quantity of Release: Unknown
Cause of Release: Unknown
Source of Release (Dispenser/Piping/UST): Unknown
Sizes and contents of UST system(s) from which the release occurred):
(3) 6,000 gallon gasoline USTs
(1) 2,000 gallon diesel UST
(1) 550 gallon kerosene UST
(1) 550 gallon used oil UST
4. Certification
I, Steven Irminger, a Professional Engineer for Concord Engineering and Surveying, Inc. (CESI), do certify that the
information contained in this report is correct and accurate to the best of my knowledge. CESI is licensed to practice
engineering in North Carolina. The certification number of the company or corporation is C-0263.
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Monitoring Report
Six-O-One Stop Property
January 31, 2021
Page No. 2
B. Executive Summary
No free product was observed on the on the property during the monitoring property.
During the monitoring period, groundwater samples were collected from six of the eight
monitoring wells and from three neighboring water supply wells. Monitoring well MW-4 has been
covered with gravel and could not be located on the day of the sample event. A building has been
constructed over the location of well MW-3. While the floor of the building appears to be the
former asphalt parking lot, equipment stored in the building prevented CESI personnel from
accessing the well. Groundwater samples from the remaining six wells were collected on January
21, 2021, and submitted to Pace Analytical, Inc. (Pace) for analysis by EPA Method SM6200 B.
The analytical results of water samples from four monitoring wells were reported at concentrations
that exceed the 15A NCAC 2L standard. None of the water sample results were reported at
concentrations greater than the Gross Contamination Level (GCL). Analysis of groundwater
samples collected from the three water supply wells were reported to be below the sample detection
limit.
Based on isoconcentration contour diagrams prepared for dissolved hydrocarbons reported in
groundwater samples collected January 21, 2021, the horizontal and vertical extent of dissolved
petroleum hydrocarbons appear similar to the distribution of dissolved petroleum hydrocarbons
reported in groundwater samples collected May 8, 2020. The data suggests that the dissolved
hydrocarbon plume is stable.

Monitoring Report
Six-O-One Stop Property
January 31, 2021
Page No. 3
C. Table of Contents
A.
Site Information................................................................................................................................................1
B.
Executive Summary ..........................................................................................................................................2
C.
Table of Contents.............................................................................................................................................3
D.
Site History and Characterization.....................................................................................................................5
E.
Presentation of Current Site Assessment Information......................................................................................7
F.
Free Product Removal......................................................................................................................................9
G.
Soil and Groundwater Remediation..................................................................................................................9
H.
Conclusions and Recommendations................................................................................................................. 9
LIST OF FIGURES
FIGURE 1
Street Atlas
FIGURE 2
Topographic Location Map
FIGURE 3
Site Layout
FIGURE 4
Sensitive Receptor Map
FIGURE 5
Land Use Map
FIGURE 6
Soil Sample Location Map
FIGURE 7
Monitoring Well Location Map
FIGURE 8
Benzene Isoconcentration Map January 21, 2021
FIGURE 9
Naphthalene Isoconcentration Map January 21, 2021
FIGURE 10
Piezometric Surface Contour Diagram January 21, 2021
LIST OF TABLES
B-1
Site History — UST/AST Information
B-2
Site History — Owner/Operator Information
B-3
Soil Analytical Summary
B-4
Groundwater Analytical Summary
B-5
Receptor Information
B-6
Adjoining Parcel Ownership
B-7
Well Construction Information
B-8
NOT USED
B-9
Groundwater Elevations
B-10
Land Use

Monitoring Report
Six-O-One Stop Property
January 31, 2021
Page No. 4
LIST OF APPENDICES
APPENDIX I DEQ Correspondence
APPENDIX 2 Laboratory Reports and Chain -of -Custody Records

Monitoring Report
Six-O-One Stop Property
January 31, 2021
Page No. 5
D. Site History and Characterization
Since submittal of the CSA on March 4, 2016, no changes have occurred regarding the ownership
or operation of the Property. The owner and operator information is listed on the cover of this
report and in Table B-2. All of the underground storage tanks at this Property were removed in
December 2013, and no new USTs have been installed. Information regarding the former
underground storage tanks (USTs) is provided on Table B-1. A Street Atlas showing the location
of the Property is provided as Figure 1. The Property location is shown on a portion of a United
States Geological Survey Topographical Quadrangle Map as Figure 2. The location of the former
tanks is shown on a Property Layout as Figure 3.
The tanks of this report were underground. No evidence of aboveground storage tanks were
observed or reported. No spills have been reported for the facility other than the discovery January
17, 2014, of petroleum parameters in soil samples collected from beneath the gasoline USTs, diesel
and kerosene USTs, and the gasoline dispenser piping. The analytical results of soil samples
collected September 8, 2014, from beneath the dispensers were reported to the North Carolina
Department of Environmental Quality (DEQ) in a letter dated January 16, 2015.
The precise source and timing of contamination is not known. All of the USTs were observed for
evidence of corrosion or damage. No significant corrosion or damage was observed. Further
release was prevented by pump out of the USTs prior to their removal from the ground. Removal
of source material (contaminated soil) was initiated immediately following removal of tanks. Field
screening results indicated that the areas of greatest contamination were beneath the northern ends
of the gasoline USTs, the southern end of the kerosene and diesel USTs and the elbow of the
gasoline dispenser lines. No historical UST releases, non -UST releases, or off -site releases have
been reported.
Site Characteristics: The Property consists of one irregular -shaped parcel located at the northwest
quadrant of the intersection of Highway 601 south and Cold Springs Road. The area of the parcel
is approximately 2.67-acres and is improved with a gas station/convenience store/ automobile
service facility. The Property location is shown on a Street Atlas as Figure 1. According to the
Cabarrus County Tax Assessor's GIS website, the Property Parcel Number is 55486177360000.
Site Vicinity Characteristics: The Property vicinity is primarily residential and commercial use
along U.S. Highway 61, with residential and agricultural land use away from the U.S. Highway
601 corridor.
LOCATION
PROPERTY
TOPOGRAPHIC
POSITION
North adjoining
5600 Cold Springs Road, residence owned
Cross gradient.
by John Plyer (5600 Clod Springs Road,
Concord, NC 28025
Northwest
5625 Highway 601 South, vacant land owned
Down gradient.
adjoining
by Estate of Elma Saunders (140 Crescent
Street, Kanna olis, NC 28081

Monitoring Report January 31, 2021
Six-O-One Stop Property Page No. 6
East adjoining
Cold Springs Road, beyond which is 5651
Down gradient.
Cold Springs Road, residence owned by
Lanney Griffin (5651 Cold Springs Road,
Concord, NC 28025).
Southeast adjoining
Cold Springs Road, beyond which is 5807
Down gradient.
Highway 601 South, residence owned by
Robert L. Price (5807 Highway 601 South,
Concord, NC 28025).
South Adjoining
Highway 601 South, beyond which is 5770
Down gradient
Highway 601 South, residence owned by
Margie Church (2767 Dale Earnhardt Blvd.,
Kanna olis, NC 28083
Southwest
Highway 601 South, beyond which is 5664
Down gradient
Adjoining
Highway 601 South, residence owned by
Dorethea Young (4906 Fenwick Place,
Concord, NC 28025
West Adjoining
Highway 601 South, beyond which is 5727
Up gradient
Old Monroe Circle, residence owned by
Karen Sarver (5727 Old Monroe Circle,
Concord, NC 28025
Water Supply: The Property is provided water from the City of Concord. One inactive potable
well was observed on the northern portion of the Property. Adjoining properties are provided
potable water by wells and by municipal water from a main located along Highway 601. CESI
updated water supply information for properties within 1,000 feet of the Property. In April 2020,
survey questionnaires were sent certified mail to properties within 1,000 feet of the Property. For
those properties that refused delivery, CESI conducted a search for wells by reviewing aerial
photographs and by viewing from municipal streets. A summary of the mailings and field
reconnaissance for water supply wells is provided in Table B-5. The information is shown on a
map as Figure 4.
Topography. CESI obtained a copy of the USGS 7.5-minute topographic map, Concord, North
Carolina Quadrangle, dated 1991. A copy of a portion of the topographic map showing the
Property location is provided on Figure 2. The elevation of the Property is approximately 630
feet above mean sea level (msl). Based upon the topographic contours observed on the USGS
topographic contour map, the Property is located on a southwest to northeast trending ridge. The
slope is generally downward toward the east although the extreme western portion of the Property
slopes toward the northwest.
Vegetation: The Property consists of the building footprint, asphalt pavement, two canopies, a
propane AST, and grass turf.
Surface Water: No surface water was observed on the Property. The nearest surface water
indicated on the topographic map is an unnamed stream located approximately 1,000 feet
northwest of the Property.

Monitoring Report January 31, 2021
Six-O-One Stop Property Page No. 7
Wells: One inactive potable well was observed on the northern portion of the Property. The well
head is blocked and groundwater cannot be accessed.
Buildings: The Property is improved with one single -story commercial building. The building
is occupied by a convenience store and two automobile service bays. No other USTs or ASTs
(other than one propane AST) were observed onsite. In 2019, a metal storage building was erected
along the southeast side of the main building. The metal building has no floor and is used to store
automotive parts. The Property Layout is shown as Figure 3.
Surface Cover: The majority of the Property surface is covered by the building, asphalt parking
lot, and turf.
Soil Type: According to the USDA web -based soil survey of Cabarrus County, the surficial Soil
at the Property is composed of Urban Land Complex.
List of all Prior Reports Submitted:
UST Closure Report; CESI; April 4, 2014
Limited Site Assessment; CESI; May 2, 2015
Comprehensive Site Assessment; CESI; March 2, 2016
Monitoring Report; CESI; January 16, 2016
Plume Stability Report; CESI; July 10, 2017
Monitoring Report; CESI; March 20, 2018
Monitoring Report; CESI; June 11, 2020
Summarize implementation of the remedial plan proposed in the CAP.
A CAP has not been prepared for the site.
E. Presentation of Current Site Assessment Information
On January 21, 2021, CESI personnel measured the depth to water using a washed interface probe
capable of measuring phase separated liquids as thin as 0.01 feet. No free product was encountered
during the reporting period.
Groundwater samples were collected from three water supply wells on January 21, 2021. The
addresses of the water supply wells are: 5600 Cold Springs Road (Property Number 1 on Figure 5);
5677 Cold Springs Road (Property Number 12 on Figure 5); and, 5726 Old Monroe Circle (Property
Number 28 on Figure 5). The water samples were collected from a hose bib on top of the well or the
nearest hose bib available at the residence. No samples were collected through a hose. The water
was allowed to flow for five minutes prior to collection of a sample directly into the laboratory
supplied sample containers. The water samples were analyzed for volatile organic compounds using
EPA Method SM 6200B. Based on the analytical report, no parameters were reported above the
sample detection limit. A copy of the laboratory report and chain of custody record is provided in

Monitoring Report January 31, 2021
Six-O-One Stop Property Page No. 8
Appendix 2. A summary of water supply well analytical results is provided on Table B-8. CESI
attempted to retrieve a water sample from the onsite water supply well (well 1) but was unable to
lower a bailer because of interference from the downhole pump cable and discharge line. This well
is disconnected from the electrical supply and has reportedly not been used for many years.
The nearest water supply well is located at 5600 Cold Springs Road (Property Number 1 on Figure
5). The owner of the well, Mr. John Plyer, stated that he was adamantly opposed to being connected
to the city water supply which is available along Highway 601. Mr. Plyer's well is approximately
310 feet north and cross -gradient of monitoring well MW-2.
On January 21, 2021, CESI personnel attempted to collect groundwater samples from wells MW-
1 to MW-8. Monitoring well MW-4 could not be located as the owner has spread gravel over this
portion of the parking lot. Monitoring well MW-3 could not be sampled because it was blocked
by automotive repair parts stored in a building constructed in 2019.
The accessible monitoring wells were purged of three casing volumes using a new polyethylene
bailer. A water sample was then collected for laboratory analysis. The water samples were
collected into laboratory supplied sample bottles and immediately placed on ice. The samples
were transported to Pace using Chain -of -Custody protocol. CESI requested that Pace analyze the
water samples for VOCs using EPA Method SM6200B. The results of the groundwater analyses
are summarized on Table B-4. A copy of the laboratory report and chain -of -custody record is
provided in Appendix 3. Analysis of groundwater samples from the monitoring wells revealed
gasoline parameters greater than the North Carolina Administrative Code (NCAC) 15A 2L
standard in wells MW-1 and MW-2. None of the tested parameters exceeded Gross Contaminant
Levels GCLs. The analytical results for benzene and Naphthalene were posted on a Site Layout
and contoured. The resulting isoconcentration contour diagrams for benzene and Naphthalene are
provided as Figure 8 and Figure 9, respectively. Based on a comparison of prior isoconcentration
contour diagrams and those prepared from the January 21, 2021, sampling event, the dissolved
hydrocarbon plume appears to be stable.
According to the Geologic Map of North Carolina 1985, the Property is located in the Piedmont
Physiographic Province. The dominant rocks in this region are composed mainly of
metamorphosed mudstone and argillite of the Cenozoic Era. The rocks are thin to thick bedded,
with bedding planes and angular cleavage common and occur interbedded with metasandstone,
metaconglomerate, and metavolcanic rock. This area is geologically characterized by a thin layer
of red Saprolite over fractured bedrock. Saprolite is defined as soft, earthy, clay -rich, thoroughly
decomposed rock formed in place by chemical weathering of igneous and metamorphic rocks. The
term is applied to any unconsolidated residual material underlying the soil and grading to bedrock
below. Bedrock was not observed at the surface in the vicinity of the Property. Drilling of
monitoring wells encountered a blocky, well consolidated mudstone from approximately 12-feet
below grade to the maximum depth penetrated of 50-feet below grade.
Depth to groundwater: Depth to groundwater measurements at the site revealed depth to water
approximately 18 feet below grade. No free product was encountered. A summary of the water level
data is provided on Table B-9. The piezometric surface contour diagram from data recorded January

Monitoring Report January 31, 2021
Six-O-One Stop Property Page No. 9
21, 2021, is provided as Figure 10. The piezometric surface contour diagram indicates that
groundwater flow is toward the southwest.
No free product has been observed onsite. Based on the groundwater analytical results of samples
collected January 21, 2021, the areal extent of dissolved hydrocarbons appears to be defined. CESI
does not recommend further assessment at this time.
F. Free Product Removal
No free product has been observed at the site.
G. Soil and Groundwater Remediation
No remediation has been implemented at this site during the reporting period. The September 9, 2020
Notice of Regulatory Requirements (NORR) letter from the DEQ has ordered additional excavation
in the area of the borings MW-2 and SB-6. It is CESI's understanding that the DEQ requested
this excavation to remove soil in the vicinity of boring B-6 that was indicated in Table B-3 of the
June 2020 Monitoring Report to be at concentrations greater that the Industrial Use MSCC's.
However, during update of the tables with the new data and the most recent MSCC and
Groundwater Quality Standard (GWQS) published by the DEQ, CESI discovered several
inaccuracies in the table summary. In particular, the soil quality data for boring B-6 was not
converted to milligrams per kilogram from micrograms per kilogram, as reported by the
laboratory. The result presented data in the table that was 1,000 times greater than the actual
analytical result. CESI reviewed all of the data tables for accuracy and to update current MSCC's
and GWQS's. Based on our review of the corrected and updated Table B-3, none of the sample
analytical results for this project have exceeded the Industrial Use MSCC. Four soil samples have
exceeded the Residential Use MSCC. In light of this new information, CESI has not conducted
excavation in the area of SB-6 and MW-2.
H. Conclusions and Recommendations
None of the tested parameters were reported at concentrations exceeding GCLs. Interview with
the nearest water well owner, Mr. John Plyer of 5600 Cold Springs Road on May 8, 2020, and
interview with the second nearest water supply well owner located at 5651 Cold Springs Road on
January 21, 2018, stated that they did not want to connect to municipal water.
CESI recommends preparation of a full-scale CAP designed to reduce dissolved groundwater
concentrations to below the 2L standard.

FIGURES

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FIGURE 1 STREET ATLAS MAP Not To Scale N
CONCORD ENGINEERING AND Site Name: Highway Six One Stop
5661 South Highway 601
SURVEYING, INC. Concord, NC 28025
Project Number: 131148

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CONCORD ENGINEERING AND Site Name: Highway Six One Stop
5661 South Highway 601
SURVEYING, INC. Concord, NC 28025
Project Number: 131148

FIGURE 3 SITE LAYOUT Not To Scale N
Site Name: Highway Six O One Stop
Concord Engineering and 5661 South Highway 601
Surveying, Inc. Concord, NC 28025

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FIGURE 4 WATER SUPPLY WELLS Not To Scale N
Concord Engineering and Site Name: Highway Six O One Stop
g g 5661 South Highway 601
Surveying, Inc. Concord, NC 28025

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FIGURE 5 LAND USE Not To Scale
CONCORD ENGINEERING AND Site Name: Highway Six One Stop
5661 South Highway 601
SURVEYING, INC. Concord, NC 28025
Project Number: 131148

TABLES

Appendix B
Reporting Tables
Table B-1: Site History — UST/AST System and Other Release Information
Revision Date: 3/2/2016 Incident Number and Name: 40338 Six O One Stop
Description
Was release
UST ID
Current/Last
Previous
Capacity (in
Construction
Tank
of Associated
Date Tank
Status of
associated
Number
Contents *
Contents *
gallons)
Details **
Dimensions
Piping and
Installed
UST ***
with the UST
Pumps
System?
1
Gasoline
None
6,000
Single wall
16'L 8'D
Single wall
1961
Removed
Yes
steel
steel
2013
2
Gasoline
None
6,000
Single wall
16'L 8'D
Single wall
1961
Removed
Yes
steel
steel
2013
Add additional records as necessary
AST ID
Number
Current/Last
Contents *
Previous
Contents *
Capacity (in
gallons)
Construction
Details **
Tank
Dimensions
Description
of Associated
Piping and
Pumps
Date Tank
Installed
Status of
AST ***
Was release
associated
with the AST
S stem?
Add additional records as necessary
Incident
Number
Material
Released
Date of
Release
Description of Release
Add additional records as necessary
* Gasoline (unleaded or leaded), diesel, used oil, waste oil, aviation fuel, etc., or pesticides, non -halogenated or halogenated solvents, etc.
** Fiberglass (single- or double -walled), steel (single- or double -walled), steel with FRP (single- or double -walled), steel with liner, other, unknown.
*** Currently operational, not in use or temporarily closed (specify date), permanently closed in place (specify date), permanently closed by removal (specify
date)
Change 2

Table B-1: Site History — UST/AST System and Other Release Information
Revision Date: 3/2/2016 Incident Number and Name: 40338 Six O One Stop
Description
Was release
UST ID
Current/Last
Previous
Capacity (in
Construction
Tank
of Associated
Date Tank
Status of
associated
Number
Contents *
Contents *
gallons)
Details **
Dimensions
Piping and
Installed
UST ***
with the UST
Pumps
S stem?
3
Gasoline
None
6,000
Single wall
16'L 8'D
Single wall
1961
Removed
Yes
steel
steel
2013
4
Kerosene
None
550
Single wall
6'L 4'D
Single wall
1978
Removed
Yes
steel
steel
2013
Add additional records as necessary
AST ID
Number
Current/Last
Contents *
Previous
Contents *
Capacity (in
gallons)
Construction
Details **
Tank
Dimensions
Description
of Associated
Piping and
Pumps
Date Tank
Installed
Status of
AST ***
Was release
associated
with the AST
S stem?
Add additional records as necessary
Incident
Number
Material
Released
Date of
Release
Description of Release
Add additional records as necessary
* Gasoline (unleaded or leaded), diesel, used oil, waste oil, aviation fuel, etc., or pesticides, non -halogenated or halogenated solvents, etc.
** Fiberglass (single- or double -walled), steel (single- or double -walled), steel with FRP (single- or double -walled), steel with liner, other, unknown.
*** Currently operational, not in use or temporarily closed (specify date), permanently closed in place (specify date), permanently closed by removal (specify
date)

Table B-1: Site History — UST/AST System and Other Release Information
Revision Date: 3/2/2016 Incident Number and Name: 40338 Six O One Stop
Description
Was release
UST ID
Current/Last
Previous
Capacity (in
Construction
Tank
of Associated
Date Tank
Status of
associated
Number
Contents *
Contents *
gallons)
Details **
Dimensions
Piping and
Installed
UST ***
with the UST
Pumps
S stem?
5
Diesel
None
2,000
Single wall
13.5'L 5'D
Single wall
1978
Removed
Yes
steel
steel
2013
6
Used oil
None
550
Single wall
6'L 4'D
Single wall
1985
Removed
Yes
steel
steel
2014
Add additional records as necessary
AST ID
Number
Current/Last
Contents *
Previous
Contents *
Capacity (in
gallons)
Construction
Details **
Tank
Dimensions
Description
of Associated
Piping and
Pumps
Date Tank
Installed
Status of
AST ***
Was release
associated
with the AST
S stem?
Add additional records as necessary
Incident
Number
Material
Released
Date of
Release
Description of Release
Add additional records as necessary
* Gasoline (unleaded or leaded), diesel, used oil, waste oil, aviation fuel, etc., or pesticides, non -halogenated or halogenated solvents, etc.
** Fiberglass (single- or double -walled), steel (single- or double -walled), steel with FRP (single- or double -walled), steel with liner, other, unknown.
* * * Currently operational, not in use or temporarily closed (specify date), permanently closed in place (specify date), permanently closed by removal (specify
date)

Appendix B
Reporting Tables
Table B-2: Site History - UST/AST Owner/Operator and Other Responsible
Party Information
Revision Date: 01/16/2017 Incident Number and Name: 40338 Six O One Stop
UST ID Number
00-0-0000004753
Facility ID Number
4753
Name of Owner
Dates of Operation
mm/dd/ to mm/dd/
Six O One Station, LLC
Current
Street Address
304 S. Second Street
city
State
Zip
Tele hone Number
Albemarle
NC
28001
Name of Operator
Dates of Operation
mm/dd/ to mm/dd/
Marc Glover
Current
Street Address
5661 Highway 601 S.
city
State
Zip
Tele hone Number
Concord
NC
28025
704-786-0600
Incident Number
Name of Other Responsible Party
Dates of Release(s)
mm/dd/ to mm/dd/
Street Address
city
State
zip
Telephone Number
Add additional records for all owners, operators and responsible parties as necessary.

Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop
Appendix B
Reporting Tables
Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8015
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
(m/dd/yy)
(eg.
(ft BGS)
(Closure
p
Tank pit
, 20Day,
1)
LSA,
x
etc.)Tank
l
12/12/13
11
Closure
266
North
gastankBelow
Tank 1
12/12/13
11
Closure
8.9
South
gas t nkBelow
Tank 2
12/13/13
gash
11
Closure
11.7
North
Tank 2
12/13/13
Below
11
Closure
<6.1
South
gas
Minimum Reporting Limit (mg/kg)
Varies
Soil to groundwater MSCC (mg/kg)
10
Residential MSCC (mg/kg)
10
Industrial/Commercial MSCC (mg/kg)
10
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021_ Incident Number and Name: 40338 Six O One Stop
Appendix B
Reporting Tables
Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8015
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
(m/dd/yy)
(eg.
(ft BGS)
(Closure
p
Tank pit
, 20Day,
1)
LSA,
x
etc.)Tank
3
12/13/13
11
Closure
132
North
gastankBelow
Tank 3
12/13/13
11
Closure
<6.6
South
gast nkBelow
Minimum Reporting Limit (mg/kg)
Varies
Soil to groundwater MSCC (mg/kg)
10
Residential MSCC (mg/kg)
10
Industrial/Commercial MSCC (mg/kg)
10
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop
Appendix B
Reporting Tables
Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
VPH
VPH
VPH
8260
8260
8260
8260
8260
8260
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
0
0
0
(m/dd/yy)
(eg.
(ft BGS)
(Closure
a�
Tank pit
, 20Day,
O
O
,Z,
a00
a
°
1
LSA,
U
U
U
o
¢
O
etc.
O
U
O
O
U
O
9
N
M
East side
E1
12/13/13
gas UST
16
Closure
284
683
231
1.430
7.420
1.060
1.310
2.910
31.800
12.200
it
West side
E2
12/13/13
gas UST
16
Closure
43.2
85.9
57.6
<0.777
2.230
<0.777
<0.777
1.540
13.400
3.290
it
East
East side
12/16/13
diesel
11
Closure
241
681
397
1.360
1.460
<0.634
0.720
3.460
34.000
4.110
Wall
UST pit
South side
E3
12/13/13
gas UST
16
Closure
106
512
209
<1.290
6.110
<1.290
<1.290
3.530
28.400
10.400
it
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
68
540
31
2.4
8
1.3
0.12
0.2
6.6
6.6
Residential MSCC (mg/kg)
939
1500
469
782
60.3
1560
1560
5.5
156
156
Industrial/ Commercial MSCC (mg/kg)
24528
40000
12264
11600
297
23300
23300
27
2330
2330
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
10 Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop
Appendix B
Reporting Tables
Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8260
8270
8260
8260
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
(m/dd/yy)
(eg.
(ft BGS)
(Closure
°
R
Tank pit
, 20Day,
i
>,
1)
LSA,
�'
¢
etc.
East side
E1
12/13/13
gas UST
16
Closure
39.700
36.900
2.850
<0.712
<0.712
it
West side
E2
12/13/13
gas UST
16
Closure
8.390
7.490
0.905
1.910
<0.790
it
East
East side
12/16/13
diesel
11
Closure
5.100
5.100
<0.634
1.920
<0.634
Wall
UST pit
South side
E3
12/13/13
gas UST
16
Closure
38.700
32.600
6.110
3.180
3.110
it
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
6
6
6
1.7
5.4
Residential MSCC (mg/kg)
3120
3120
3120
626
1250
Industrial/Commercial MSCC (mg/kg)
46700
46700
46700
16350
18600
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
11 Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop
Appendix B
Reporting Tables
Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
VPH
VPH
VPH
8260
8260
8260
8260
8260
8260
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
0
0
0
(m/dd/yy)
(eg.
(ft BGS)
(Closure
a�
Tank pit
, 20Day,
O
O
,Z,
a
�
a
°
1
LSA,
U
U
U
o
a
o
etc.
O
O
O
U
-0
O
I
I L
I Z
N
I
M
South
South side
12/16/13
diesel
11
Closure
50.1
133
38.2
1.570
3.530
0.880
0.959
1.630
14.7
6.930
Wall
UST pit
North side
E4
12/13/13
gas UST
16
Closure
244
579
278
0.846
4.930
<0.760
<0.760
2.590
16.600
5.760
it
Bottom
E5
12/13/13
gas UST
18
Closure
147
1260
<0.251
8.910
1.260
1.760
48.500
14.600
it
North
North side
12/16/13
diesel
11
Closure
<2.5
<2.5
<2.5
<0.0049
<0.0049
<0.0049
<0.0049
<0.0049
<0.0049
<0.0049
Wall
UST pit
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
68
540
31
2.4
8
1.3
0.12
0.2
6.6
6.6
Residential MSCC (mg/kg)
939
1500
469
782
60.3
1560
1560
5.5
156
156
Industrial/Commercial MSCC (mg/kg)
24528
40000
12264
11600
297
23300
23300
27
2330
2330
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
12 Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop
Appendix B
Reporting Tables
Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8260
8260
8260
8260
8260
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
(m/dd/yy)
(eg.
(ft BGS)
(Closure
°
R
Tank pit
, 20Day,
1)
LSA,
48
°
N
etc.)
'
South
South side
12/16/13
diesel
11
Closure
5.650
5.650
<0.822
3.600
<0.822
<0.822
Wall
UST pit
North side
E4
12/13/13
gas UST
16
Closure
29.500
22.300
7.190
2.500
<0.760
<0.760
it
North side
E5
12/13/13
gas UST
18
Closure
65.500
46.900
18.600
4.770
10.800
1.110
it
North
North side
12/16/13
diesel
11
Closure
<0.0049
<0.0049
<0.0049
<0.0049
<0.0049
<0.0049
Wall
UST pit
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
6
6
6
1.7
5.4
0.0072
Residential MSCC (mg/kg)
3120
3120
3120
626
1250
12
Industrial/Commercial MSCC (mg/kg)
46700
46700
46700
16350
18600
59.4
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
13 Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop
Appendix B
Reporting Tables
Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
VPH
VPH
VPH
8260
8260
8260
8260
8260
8260
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
0
0
0
(m/dd/yy)
(eg.
(ft BGS)
(Closure
a�
Tank pit
, 20Day,
O
O
,Z,
a00
a
°
1
LSA,
U
U
U
o
a
O
etc.)
O
I U
O
I U
O
I U
O
I
I L
9
I Z
N
I
M
West
West side
12/16/13
diesel
11
Closure
<2.2
2.6
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
Wall
UST pit
Gas
L1
12/31/13
dispenser
3.5
Closure
236
764
307
3.220
10.300
1.460
1.540
53.900
16.900
line
Gas
L2
12/31/13
dispenser
3.5
Closure
<41.7
754
341
4.370
8.050
<3.340
<3.340
66.900
20.400
line
Gas
L3
12/31/13
dispenser
3.5
Closure
69.5
237
83.4
0.0136
0.0177
0.0086
0.0099
0.0235
0.192
0.0628
line
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
68
540
31
2.4
8
1.7
0.12
0.2
6.6
6.6
Residential MSCC (mg/kg)
939
1500
469
782
60.3
1564
1560
5.5
156
156
Industrial/ Commercial MSCC (mg/kg)
24528
40000
12264
11600
297
40880
23300
27
2330
2330
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
14 Change 2

Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop
Appendix B
Reporting Tables
Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8260
8270
8270
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
(m/dd/yy)
(eg.
(ft BGS)
(Closure
s~
R
Tank pit
, 20Day,
i
a
Z
w
1)
LSA,
r"
etc.
West
West side
12/16/13
diesel
11
Closure
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
0.0141
Wall
UST pit
Gas
L1
12/31/13
dispenser
3.5
Closure
47.000
44.300
2.690
7.080
<1.410
<1.410
<1.410
line
Gas
L2
12/31/13
dispenser
3.5
Closure
56.600
40.500
16.100
7.520
3.590
<3.340
<3.340
line
Gas
L3
12/31/13
dispenser
3.5
Closure
0.125
0.0791
0.0462
0.0351
<0.0054
<0.0054
<0.0054
line
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
6
4.6
4.6
1.7
5.4
0.0072
0.085
Residential MSCC (mg/kg)
3120
3129
3129
626
1250
12
156
Industrial/ Commercial MSCC (mg/kg)
46700
81760
81760
16350
18600
59.4
1810
Indicate detection limit for contaminants when analyzed, but not detected
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram
(e.g., < 1, 10, 42)
Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
15 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
VPH
VPH
VPH
8260
8260
8260
8260
8260
8260
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
0
0
0
(m/dd/yy)
(eg.
(ft BGS)
(Closure
a�
Tank pit
, 20Day,
O
O
,Z,
a
�
a
°
1
LSA,
U
U
U
o
a
o
etc.
O
O
O
U
-0
+�..,
O
N
H
M
H
Gas
L4
12/31/13
dispenser
12
Closure
196
451
118
2.260
10.300
1.520
<1.370
2.490
27.900
8.790
line
Gas
L5
12/31/13
dispenser
12
Closure
209
346
102
0.158
1.090
0.342
0.262
0.397
0.201
0.556
line
Gas
L6
12/31/13
dispenser
12
Closure
209
607
180
<2.810
7.770
<2.810
<2.810
3.240
23.000
8.090
line
East Wall
Bottom
12/16/13
diesel
14
Closure
<2.2
2.6
<2.2
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
<0.0045
(Bottom)
UST Pit
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
68
540
31
8
4.9
1.3
0.12
0.2
6.6
6.6
Residential MSCC (mg/kg)
939
1500
469
60.3
1560
1560
1560
5.5
156
156
IndustriaUCommercial MSCC (mg/kg)
24528
40000
12264
297
40000
23300
23300
27
2330
2330
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
16 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8260
8270
8270
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
(m/dd/yy)
(eg.
(ft BGS)
(Closure
R
Tank pit
, 20Day,
i>1w
1)
A
>,
�
etc.)
H
Gas
L4
12/31/13
dispenser
12
Closure
59.500
42.300
17.300
5.570
8.270
<1.370
<1.370
<1.370
line
Gas
L5
12/31/13
dispenser
12
Closure
1.040
0.898
0.142
0.807
0.388
0.0093
<0.0055
0.115
line
Gas
L6
12/31/13
dispenser
12
Closure
37.500
27.000
10.400
4.560
2.940
<2.810
<2.810
<2.810
line
East Wall
Bottom
12/16/13
diesel
14
Closure
<0.009
<0.009
<0.0045
<0.0045
<0.0045
<0.0045
0.0141
<0.0045
(Bottom)
UST Pit
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
6
6
6
1.7
5.4
0.0072
0.085
2.2
Residential MSCC (mg/kg)
3120
3120
3120
626
1250
12
156
1560
IndustriaUCommercial MSCC (mg/kg)
46700
46700
46700
16350
18600
59.4
1810
23300
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
17 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
4
VPH x
VPHa
VPHc
EPHb
EPHy
EPHd
8260
8260
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
(m/dd/yy)
(eg.
(ft BGS)
(Closure
Tank pit
, 20Day,
N
U
O
U
00
�O
U
N
U
U0o
U
1)
LSA,
U
i
U
0
o
0
0
0
+
^"
etc.
U
U
U
U
U
U
as
U
BUsed
1/9/14
8
Closure
<1.3
5.4
3.0
<11.7
<11.7
<11.7
16.1
14.7
0.453
0.583
Bo
O 1 UST
sed
WeOst
1/9/14
7
Closure
<2.8
<2.8
<2.8
<13.6
<13.6
<13.6
16.4
16.4
<4.470
<4.470
Oil UST
Used
WO East
1/9/14
7
Closure
<1.7
<1.7
<1.7
<13.1
<13.1
<13.1
14.8
14.8
<0.431
<0.431
Oil UST
DUST
O
1/9/14
7
Closure
<1.8
25.2
14.8
14.2
32.7
<11.5
39.4
26.3
<3.800
<3.800
N h
Oil
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
Immob
68
540
31
ile
540
31
18
330
Residential MSCC (mg/kg)
939
1500
469
31000
1500
469
663
625
Industrial/Commercial MSCC (mg/kg)
24528
40000
12264
810000
40000
12264
3270
9340
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg. Groundwater MSCC. Red shading indicates exceedance of
mg/kg =milligrams per kilogram Residential MSCC.
18 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8270
Contaminant of Concern 4
as
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
(m/dd/yy)
(eg.
(ft BGS)
(Closures
Tank pit
, 20Day,
1)
LSA,
°
¢
etc.)
Used
8
Closure
0.641
0.0044
<0.0029
<0.0029
3.5
0.437
Bottom1/9/14
Oil UST
Used
WeOst
1/9/14
7
Closure
<4.470
<0.0073
0.439
<0.0073
66.4
<4.470
Oil UST
Used
WO East
1/9/14
7
Closure
10.1
<0.431
0.0662
<0.0031
10.1
<0.431
Oil UST
Used
Oh
1/9/14
7
Closure
<3.800
<3.800
0.077
0.0035
46.2
<3.800
N
Oil UST
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
210
2.2
24
0.2
270
0.17
Residential MSCC (mg/kg)
469
1560
14000
5.5
400
6.6
Industrial/Commercial MSCC (mg/kg)
7000
23300
210000
27
400
32
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg. Yellow shading indicates exceedance of Soil to
mg/kg =milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
19 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8015
8015
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
(m/dd/yy)
(eg.
(ft BGS)
(Closure
Tank pit
, 20Day,
1)
LSA,
x
x
etc.)H
H
Tank 5
12/16/13
DiesUST
8
Closure
1210
10.7
South
Tank 4
12/16/13
KeroUST
6
Closure
<5.6
<6.7
North
Tank 4
12/16/13
KeroUST
6
Closure
200
19.2
South
Tank 5
12/16/13
DiesDSTel
8
Closure
<5.9
<7.1
North
Minimum Reporting Limit (mg/kg)
100
10
Soil to groundwater MSCC (mg/kg)
100
10
Residential MSCC (mg/kg)
100
10
Industrial/Commercial MSCC (mg/kg)
100
10
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg. Groundwater MSCC. Red shading indicates exceedance of
mg/kg =milligrams per kilogram Residential MSCC.
20 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8015
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
(m/dd/yy)
(eg.
(ft BGS)
(Closure
p
Tank pit
, 20Day,
1)
LSA,
x
etc.)
p"
Displ
09/08/14
dispenser
1-2
LSA
1,510
Disp2
09/08/14
dispenser
1-2
LSA
759
Disp3
09/08/14
dispenser
1-2
LSA
6,110
Disp4
09/08/14
dispenser
1-2
LSA
909
Minimum Reporting Limit (mg/kg)
10
Soil to groundwater MSCC (mg/kg)
10
Residential MSCC (mg/kg)
10
Industrial/Commercial MSCC (mg/kg)
10
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
21 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8015
Contaminant of Concern 4
x
Fi
5i
ou
ou
ou
N
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
U
U
U
(m/dd/yy)
(eg.
(ft BGS)
(Closure
ea
Tank pit
, 20Day,
U
U
U
1)
LSA,
etc.)
a
a
a
+
Disp5
09/08/14
dispenser
1-2
LSA
172
NA
NA
NA
NA
NA
NA
NA
Diesel E
5'
09/08/14
Diesel
tank pit
3-5
Closure
NA
52.0
<23.8
50.1
0.458
0.614
Diesel E
09/08/14
Diesel
8-10
Closure
NA
25.5
<11.6
22.7
706.5
419.7
<0.384
<0.384
10,
tank pit
Diesel N
09/08/14
Diesel
tank
3-5
Closure
NA
<12.4
17.4
<12.4
<14.9
<14.9
<0.410
<0.410
5'
pit
Minimum Reporting Limit (mg/kg)
10
10
10
10
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
10
NR
lmmob
NR
540
31
0.054
1.5
Residential MSCC (mg/kg)
10
NR
31000
NR
1500
469
22.8
62.5
Industrial/Commercial MSCC (mg/kg)
10
NR
810000
NR
40000
12264
112
934
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg. Yellow shading indicates exceedance of Soil to
mg/kg =milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
22 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
Contaminant of Concern 4
N
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
U
U
U
(m/dd/yy)
(eg.
(ft BGS)
(Closure
4,
C�
eae
eae
Tank pit
, 20Day,
U
U
U
y
1)
LSA,
etc.
a
W
a
W
a
W
u
N
Diesel
09/08/14
Diesel
8_10
Closure
<10.9
<10.9
<10.9
<13.4
<13.4
<0.361
<0.361
10,
tank pit
Diesel S
09/08/14
Diesel
3-5
Closure
<11.3
<11.3
<11.3
<144.3
<49.5
<0.372
<0.372
5'
tank pit
Diesel S
09/08/14
Diesel
8-10
Closure
<12.3
<12.3
<12.3
<145.3
<50.5
<0.405
<0.405
10,
tank pit
Kerosene
Diesel
indeter
indeter
W 5,
09/08/14
tank pit
3-5
Closure
<12.4
<12.4
<12.4
minate
minate
<0.409
<0.409
Minimum Reporting Limit (mg/kg)
10
10
10
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
mmob
NR
NR
540
31
0.054
1.5
ile
Residential MSCC (mg/kg)
NR
31000
NR
1500
469
22.8
62.5
Industrial/Commercial MSCC (mg/kg)
NR
810000
NR
40000
12264
112
934
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg. Yellow shading indicates exceedance of Soil to
mg/kg =milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
23 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
�
8015
8015
Contaminant of Concern 4
N
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
U
U
U
(m/dd/yy)
(eg.
(ft BGS)
(Closure
4,
C�
eae
eae
Tank pit
, 20Day,
U
U
U
y
I)
LSA,
x
x
etc.
W
W
W
+
r
�,
Kerosene
09/08/14
Diesel
g_10
Closure
<12.6
<12.6
<12.6
Indeter
Indeter
<0.414
<0.414
W 10,
tank pit
minate
minate
Center
09/08/14
Diesel
8_10
Closure
<11.0
<11.0
<11.0
<13.6
<13.2
<0.364
<0.363
10,
tank pit
Minimum Reporting Limit (mg/kg)
10
10
10
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
mmob
NR
NR
540
31
0.054
1.5
ile
Residential MSCC (mg/kg)
NR
31000
NR
1500
469
22.8
62.5
Industrial/Commercial MSCC (mg/kg)
NR
810000
NR
40000
12264
112
934
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
Results must be reported in mg/kg.
mg/kg =milligrams per kilogram Yellow shading indicates exceedance of Soil to
Groundwater MSCC. Red shading indicates exceedance of
Residential MSCC.
24 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
Contaminant of Concern 4
Ell
Sample
Date
Source
Sample
Incident
o
ID
Collected
Area
Depth
Phase
U
(m/dd/yy)
(eg.
(ft BGS)
(Closure
Tank pit
, 20Day,
00
N
U
O
U
F-
1)
LSA,
U
,r,
o,
o;
etc.)
I U
I O
U
w
M
10/28/14
P as tank
24-26
LSA
<2.8
3.5
<2.8
0.0068
<0.0222
261
MW-2
Gas
10/28/14
dispenser
18-20
LSA
<3.1
3.3
<3.1
0.0095
<0.0227
18-20
lines
MW-3
10/28/14
Diesel
20-22
LSA
<11.5
<11.5
<11.5
<0.0057
0.266
20-22
tank pit
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
68
540
31
0.085
0.023
Residential MSCC (mg/kg)
939
1500
469
156
93.8
Industrial/Commercial MSCC (mg/kg)
24528
40000
12264
1810
1400
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
25 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
(m/dd/yy)
(eg.
(ft BGS)
(Closure
c
N
Tank pit
, 20Day,N
o
u
1)
LSA,
O�
O�
CIO
etc.)
O
O
O
I
w
SB-2
10/7/15
8-10
CSA
<1.4
<1.4
<1.4
0.0709
<0.0033
<0.0033
<0.0033
<0.0033
<0.0033
<0.0066
SB-7
10/7/15
8-10
CSA
<1.5
<1.5
<1.5
<0.0579
0.0038
0.0032
0.0064
0.0033
0.0087
0.0067
SB-7
10/7/15
13-15
CSA
8.1
3.3
6.2
<0.0673
<0.0034
<0.0034
0.0375
<0.0034
0.0524
0.135
SB-4
10/7/15
3-5
CSA
<1.3
<1.3
<1.3
<0.062
<0031
<0.0031
0.0057
<0.0031
0.0074
<0.0062
Minimum Reporting Limit (mg/kg) -WO-
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
68
540
31
24
0.0072
0.37
4.9
0.085
0.2
6
Residential MSCC (mg/kg)
939
1500
469
14000
12
156
1560
156
5.5
3120
Industrial/Commercial MSCC (mg/kg)
24528
40000
12264
360000
59.4
4088
40000
1810
27
46700
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
26 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
o
(m/dd/yy)
(eg.
(ft BGS)
(Closure
N
a
a
Tank pit
, 20Day,
Oc
U
c
Z
c
1)
LSA,
N
o
etc.)
U
U
U
o
SB-6
10/7/15
3-5
CSA
392
1150
E
7.420
5.610
1.920
49.300
4.970
4.500
21.400
SB-6
10/7/15
8-10
CSA
296
349
162
4.800
3.430
<1.620
38.400
3.830
2.650
12.000
SB-6
10/7/15
13-15
CSA
120
91.6
34.8
1.830
<0.709
<0.709
4.010
<0.709
<0.709
0.846
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
68
540
31
0.0072
2.4
2.2
8
1.3
0.12
0.2
Residential MSCC (mg/kg)
939
1500
469
12
782
1560
60.3
1560
1560
5.5
Industrial/Commercial MSCC (mg/kg)
24528
40000
12264
59.4
11600
23300
297
23300
23300
27
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
27 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
4
Contaminant of Concern 4
N
N
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N0
(m/dd/yy)
(eg.
(ft BGS)
(Closure
4
0
4
4
Tank pit
, 20Day,
X
a
1)
LSA,
a
4
'A
Y
>
etc.)
SB-6
10/7/15
3-5
CSA
17.700
0.828
75.300
125.000
43.000
267.000
187.000
80.100
<0.808
SB-6
10/7/15
8-10
CSA
13.600
<1.620
104.000
86.300
24.500
186.000
129.000
56.800
<1.620
SB-6
10/7/15
13-15
CSA
1.300
<0.709
8.840
6.400
2.100
20.900
15.300
5.640
0.996
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
1.7
1.5
5.4
6.6
6.6
6
6
6
0.37
Residential MSCC (mg/kg)
626
3128
1250
156
156
3120
3120
3120
156
Industrial/Commercial MSCC (mg/kg)
16350
81760
18600
2330
2330
46700
46700
46700
4088
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
28 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
44
(m/dd/yy)
(eg.
(ft BGS)
(Closure
N2
°
Tank pit
, 20Day,
r.
o
as
H
1)
LSA
N
A
A ;
4 N
>
etc.)
;
Zo
SB-4
10/7/15
13-15
CSA
0.0067
0.0039
0.0098
0.0104
0.0054
0.0147
0.0038
0.0157
0.0058
0.010
SB-5
10/7/15
13-15
CSA
0.0134
0.0090
0.0121
<0.0026
<0.0026
0.0169
0.0140
0.0636
0.0412
0.0224
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
0.0072
0.37
8
0.085
0.2
5.4
6.6
6
6
6
Residential MSCC (mg/kg)
12
156
60.3
156
5.5
1250
156
3120
3120
3120
Industrial/Commercial MSCC (mg/kg)
59.4
4088
297
1810
27
18600
2330
46700
46700
46700
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
29 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
N
o
�,
N
(m/dd/yy)
(eg.
(ft BGS)
(Closure
;2
N
4
Tank pit
, 20Day,
o
°
J-2
1)
LSA,
etc.)O
CIOw
SB-7
10/7/15
8-10
CSA
0.0067
<0.0029
<0.0029
0.0064
<0.0029
<0.0029
0.0087
<0.0029
<0.0029
<0.0029
SB-4
10/7/15
3-5
CSA
<0.0031
<0.0031
<0.0031
0.0057
<0.0031
<0.0031
0.0074
<0.0031
0.0147
0.0081
SB-5
10/7/15
13-15
CSA
0.0224
<0.0026
<0.0026
0.0121
<0.0026
<0.0026
<0.0026
<0.0026
0.0169
0.0140
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
6
2.4
2.2
8
1.3
0.12
0.2
1.7
5.4
6.6
Residential MSCC (mg/kg)
3120
782
1560
60.3
1560
1560
5.5
626
1250
156
Industrial/Commercial MSCC (mg/kg)
46700
11600
23300
297
23300
23300
27
16350
18600
2330
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
30 Change 2

Appendix B
Reporting Tables
Table B-3: Summary of Soil Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by EPA 8260)
4
Contaminant of Concern 4
Sample
Date
Source
Sample
Incident
ID
Collected
Area
Depth
Phase
r
(m/dd/yy)
(eg.
(ft BGS)
(Closure
4
4
Tank pit
,20Day,
S
�
X
�
o
1)
LSA,
as
etc.
ram\
SB-7
10/7/15
8-10
CSA
0.0678
0.135
0.0801
0.0551
<0.0029
SB-5
10/7/15
13-15
CSA
0.0039
0.0636
0.0412
0.0224
0.0078
Minimum Reporting Limit (mg/kg)
Varies
Varies
Varies
Varies
Varies
Soil to groundwater MSCC (mg/kg)
6.6
6
6
6
0.34
Residential MSCC (mg/kg)
156
3120
3120
3120
21
Industrial/Commercial MSCC (mg/kg)
2330
46700
46700
46700
105
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
MSCC = maximum soil contaminant concentration
ft. BGS = feet below ground surface
s Yellow shading indicates exceedance of Soil to
Results must be reported in mg/kg.
Results
milligrams per kilogram Groundwater MSCC. Red shading indicates exceedance of
mg/kgResidential MSCC.
31 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
Field Measurement (FM)4
MADEP
MADEP
MADEP
6010
B
B
B
B
B
B
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
N
SW ID
Collected
ID
Phase
1
0.
N
A
(m/dd/yy)
(Closure,
U
N
U
c
U°
o
2013ay,
U
U
U
o
N
o
A
y
a
LSA, etc.)
U
U
U
a
oa
w
z
MW-1
11/12/14
MW-1
LSA
<1250
2000
<1250
22
326
86.9
79.7
7.0
201
82.0
MW-1
10/12/15
MW-1
CSA
4790
3050
1910
8.1
735
275
294
26.7
413
308
MW-1
11/21/16
MW-1
CSA
NA
NA
NA
NA
290
105
78.5
11.8
98.2
96.4
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
400
700
200
15
1
70
600
70
20
6
GCL (ug/1)
N/A
N/A
N/A
15000
5000
70000
80000
30500
20000
6000
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
32 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
Field Measurement (FM)4
B
B
B
B
B
B
B
B
B
B
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
SW ID
Collected
ID
Phase
°
(m/dd/yy)
(Closure,
20Day,
o
o
r
N 0
M 0
a
x
0�
LSA, etc.
G a a�
H
: 4 N
: H N
o
a
MW-1
11/12/14
MW-1
LSA
16.0
46.1
127
40.9
353
143
<2.0
MW-1
10/12/15
MW-1
CSA
54.5
83.6
428
95.7
583
58.6
<1.2
MW-1
11/21/16
MW-1
CSA
14.6
18.7
130
22.4
112
29.8
4.0
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
70
600
400
400
500
500
70
GCL (ug/1)
26100
260000
28500
24100
50000
50000
8800
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
33 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
Field Measurement (FM)4
MADEP
MADEP
MADEP
6010
B
B
B
B
B
B
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
N
SW ID
Collected
ID
Phase
1
0.
N
A
(m/dd/yy)
(Closure,
U
N
U
c
U°
o
2013ay,
U
U
U
o
N
o
A
y
a
LSA, etc.)
U
U
U
a
oa
w
z
MW-2
11/12/14
MW-2
LSA
13800
27100
3160
57.6
3810
1430
1270
70.7
66.0
242
MW-2
10/12/15
MW-2
CSA
38500
20900
<10000
15.6
3190
1800
91.5
224
397
MW-2
10/14/16
MW-2
CSA
NA
NA
NA
NA
3910
2940
90.7
182
492
MW-2
12/13/16
MW-2
CSA
NA
NA
NA
NA
4220
1760
101
238
302
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
400
700
200
15
1
70
600
70
20
6
GCL (ug/1)
N/A
N/A
N/A
15000
5000
70000
80000
30500
20000
6000
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
34 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
Field Measurement (FM)4
B
B
B
B
B
B
B
B
B
B
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
SW ID
Collected
ID
Phase
°
(m/ddlyy)
(Closure,
a
20DY, a
a
O
°
°
N N
°
M N
K
N L
°
[V U
°'
LSA,etc.
C a�
H
=4 N
=H N
MW-2
11/12/14
MW-2
LSA
169
3600
1420
365
4230
2980
24.9
317
17.7
MW-2
10/12/15
MW-2
CSA
194
2210
1460
403
3880
2220
<12.5
25.7
<12.5
MW-2
10/14/16
MW-2
CSA
226
584
1810
449
6170
2160
<25.0
<25.0
<25.0
MW-2
12/13/16
MW-2
CSA
276
269
1470
424
3010
791
<25.0
300
<25.0
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
70
600
400
400
500
500
0.02
0.4
70
GCL (ug/1)
26100
260000
28500
25000
50000
50000
50
400
70000
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
35 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
Field Measurement (FM)4
x
a
c
b
y
d
8260
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
SW ID
Collected
ID
Phase
(m/dd/yy)
(Closure,
U
U
U
2013ay,
LSA, etc.
u
U
U
U
U
U
�
+
°
MW-3
11/12/14
MW-3
LSA
<50.0
<50.0
<50.0
<125
145
<125
<175
<175
2.2
1.1
MW-3
10/12/15
MW-3
CSA
<50.0
<50.0
<50.0
NA
NA
NA
NA
NA
<1.0
<0.5
MW-3
11/21/16
MW-3
CSA
NA
NA
NA
NA
NA
NA
NA
NA
<1.0
<0.5
MW-4
10/12/15
MW-4
CSA
60.7
<50.0
<50.0
NA
NA
NA
NA
NA
<1.0
<0.5
MW-4
11/21/16
MW-4
CSA
NA
NA
NA
NA
NA
NA
NA
NA
<1.0
<0.5
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
400
10000
700
200
500
500
GCL (ug/1)
50000
50000
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
36 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM6000B) or
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
Field Measurement (FM)4
6010
B
B
B
B
B
B
B
B
B
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
SW ID
Collected
ID
Phase
N
p
(m/dd/yy)
(Closure,
a
20Day,
o
U
N
°
o
o
T
o
v�
.�
'ALSA
etc.
o
H
w
o„
.�
MW-3
10/12/15
MW-3
CSA
45.3
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-3
11/21/16
MW-4
CSA
NA
<0.5
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-4
10/12/15
MW-4
CSA
<5.0
22.1
21.1
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-4
11/21/16
MW-4
CSA
<0.5
14.0
30.0
<0.5
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
15
20
1
600
70
70
400
400
GCL (ug/1)
15000
20000
5000
80000
25000
26100
28500
24100
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
Yellow shading indicates exceedance of NCAC 2L. Red
shading indicates exceedance of GCL
37 Change 2

Appendix B
Reporting Tables
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
6010
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
Field Measurement (FM)4
B
B
B
B
B
B
B
B
B
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
N
SW ID
Collected
ID
Phase
(m/dd/yy)
(Closure,
o
�,
,,
2013ay,
N
o
a
S
M
LSA etc.)
MW-5
10/12/15
MW-5
CSA
<5.0
<0.50
1.5
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-5
11/21/16
MW-5
CSA
NA
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-6
10/12/15
MW-6
CSA
<5.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-6
11/21/16
MW-6
CSA
NA
<0.50
6.2
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
15
20
1
600
70
70
400
400
GCL (ug/1)
15000
20000
5000
80000
25000
26100
28500
24100
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/l
µg/l =micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance of NCAC 2L. Red
shading indicates exceedance of GCL
38 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
Field Measurement (FM)4
x
a
c
b
y
d
8260
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
SW ID
Collected
ID
Phase
(m/dd/yy)
(Closure,
U
U
U
2013ay,
LSA, etc.
u
U
U
U
U
U
�
+
°
MW-7
10/12/15
MW-7
CSA
1100
102
117
NA
NA
NA
NA
NA
4.1
<1.2
MW-7
11/21/16
MW-7
CSA
NA
NA
NA
NA
NA
NA
NA
NA
9.3
<0.5
MW-8
10/12/15
MW-8
CSA
744
<50.0
<50.0
NA
NA
NA
NA
NA
1.2
<0.5
-T
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
400
10000
700
200
500
500
GCL (ug/1)
50000
85500
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
39 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
Field Measurement (FM)4
6010
B
B
B
B
B
B
B
B
B
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
SW ID
Collected
ID
Phase
(m/dd/yy)
(Closure,
o
�,
,,
2013ay,
v�
1
LSA, etc.)
N
MW-7
10/12/15
MW-7
CSA
<5.0
394
235
1.3
1.5
4.9
2.5
4.8
7.9
2.2
MW-7
11/21/16
MW-7
CSA
NA
144
57.2
10.7
<0.50
23.3
19.4
14.4
22.8
13.3
MW-8
10/12/15
MW-8
CSA
10
87.4
375
5.4
<0.50
0.52
<0.50
<0.50
1.2
<0.50
MW-8
11/21/16
MW-8
CSA
NA
28.5
98.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
15
20
1
600
70
70
400
400
GCL (ug/1)
15000
20000
5000
80000
25000
26100
28500
24100
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
40 Change 2

Appendix B
Reporting Tables
Table B-4: Summary of Groundwater and Surface Water Sampling Results
Revision Date: 01/31/2021 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Analytical Method (e.g., VOC by SM600013) or
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
SM6200
Field Measurement (FM)4
B
B
B
B
B
B
B
B
B
B
Contaminant of Concern/ Field Measurement4
Well or
Date
Sample
Incident
SW ID
Collected
ID
Phase
lu
(m/dd/yy)
(Closure,
„
20Day,
MW-7
10/12/15
MW-7
CSA
<0.50
<2.0
MW-7
11/21/16
MW-7
CSA
2.1
3.3
Minimum Reporting Limit (ug/1)
2L Standard (ug/1)
600
6
GCL (ug/1)
26000
0
6000
NC 2B Standard or EPA National Criteria
(ug/1)
Field measurement parameters include temperature, pH, dissolved oxygen, specific conductivity, Eh, and alkalinity
Indicate detection limit for contaminants when analyzed, but not detected (e.g., < 1, 10, 42)
List any contaminant detected above the method detection limit
Results for contaminants must be reported in ug/1
µg/1=micrograms per liter GCL = gross contamination level Yellow shading indicates exceedance ofNCAC 2L. Red
shading indicates exceedance of GCL
41 Change 2

TABLE B-4
SUMMARY OF GROUNDWATER ANALYSES
SIX-O-ONE STOP
5661 HIGHWAY 601
CONCORD, NORTH CAROLINA 28025
(All units are micrograms per Liter)
Sample
Location
Sample Date
Benzene
Dilso-
propylether
Ethylbenzene
Isopropyl-
benzene
Methyl-tert-
butyl -ether
Naphthalene
N-propyl-
benzene
Toluene
1,2,4-
Trimethyl-
benzene
1,3,5-
Trimethyl-
benzene
m&p Xylenes
o-xylene
MW-1
11/12/2014
326
86.9
79.7
7
201
82
16
46.1
127
40.9
353
143
MW-1
10/12/2015
735
275
294
26.7
413
308
54.5
83.6
428
95.7
583
58.6
MW-1
11/21/2016
290
105
78.5
11.8
98.2
96.4
14.6
18.7
130
22.4
112
29.8
MW-1
5/1/2017
172
26
115
12.9
26.4
73.4
18.3
17.5
80.8
<1.0
72.9
53.6
MW-1
1/21/2018
117
33.2
65.4
10.9
37.1
63.0
11.9
11.9
76.6
<1.0
60.8
5.7
MW-1
5/8/2020
11.2
2.6
39.0
4.9
2.2
22.9
7.9
1.1
<0.50
<0.50
3.5
0.69
MW-1
1/21/2021
9.9
<0.50
85.2
8.7
1.3
43.0
16.9
0.86
<0.50
<0.50
2.9
0.65
MW-2
11/12/2014
3810
1430
1270
70.7
66
242
169
3600
1420
365
4230
2980
MW-2
10/12/2015
7440
3190
1800
91.5
224
397
194
2210
1460
403
3880
2220
MW-2
10/14/2016
9680
3910
2940
90.7
182
492
226
584
1810
449
6170
2160
MW-2
12/13/2016
6830
4220
1760
101
238
302
276
269
1470
424
3010
791
MW-2
5/1/2017
2250
1160
556
21.7
64.7
92.3
<0.50
706
570
<0.50
1900
1750
MW-2
1/21/2018
8570
3240
2860
84.8
132
469
241
174
1760
432
5120
148
MW-2
5/8/2020
4350
449
3490
113
<20.0
817
313
315
2650
671
5530
142
MW-2
1/21/2021
3410
218
5900
320
<20.0
1920
1120
274
7840
2240
9220
176
MW-3
11/12/2014
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
2.2
1.1
MW-3
10/12/2015
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<1.0
<0.5
MW-3
11/21/2016
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<1.0
<0.5
MW-3
5/1/2017
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-3
1/21/2018
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-4
10/12/2015
<0.50
22.1
<0.50
<0.50
21.1
<2.0
<0.50
<0.50
<0.50
<0.50
<1.0
<0.5
MW-4
11/21/2016
<0.50
14
<0.50
<0.50
30
<2.0
<0.50
<0.50
<0.50
<0.50
<1.0
<0.5
MW-4
5/1/2017
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-4
1/21/2018
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-5
10/12/2015
<0.50
<0.50
<0.50
<0.50
1.5
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-5
11/21/2016
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-5
5/1/2017
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-5
1/21/2018
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-5
5/8/2020
<0.50
<0.50
<0.50
<0.50
0.61
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-5
1/21/2021
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-6
10/12/2015
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-6
11/21/2016
<0.50
<0.50
<0.50
<0.50
6.2
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-6
5/1/2017
<0.50
<0.50
<0.50
<0.50
4.4
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-6
1/21/2018
<0.50
<0.50
<0.50
<0.50
4.9
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-6
5/8/2020
<0.50
<0.50
<0.50
<0.50
0.63
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-6
1/21/2021
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
ND
MW-7
10/12/2015
1.3
394
4.9
2.2
235
<2.0
2.5
<0.50
4.8
7.9
4.1
<1.2
MW-7
11/21/2016
10.7
144
23.3
19.4
57.2
3.3
14.4
2.1
22.8
13.3
9.3
<0.50
MW-7
5/1/2017
4
5.1
23
13.6
1.2
3.1
15
0.92
22.4
11.9
3.5
<0.50
MW-7
1/21/2018
8.1
22.6
55.0
25.2
6.9
6.9
37.8
1.7
79.7
37.4
29.0
<0.50
MW-7
5/8/2020
2.7
1.4
25.5
8.7
<0.5
2.9
3.8
<0.5
6.8
<0.5
<1.0
<0.50
MW-7
1/21/2021
0.9
<0.50
6.6
10.1
<0.50
<2.0
2.3
<0.50
1.3
<0.50
ND
ND
MW-8
10/12/2015
5.4
87.4
0.52
<0.50
375
<2.0
<0.50
<0.50
1.2
<0.50
1.2
<0.5
MW-8
11/21/2016
<0.50
28.5
<0.50
<0.50
98
<2.0
<0.50
<0.50
<0.50
<0.50
1.2
<0.50
MW-8
5/1/2017
<0.50
26.6
<0.50
<0.50
100
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-8
1/21/2018
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-8
5/8/2020
<0.50
19.3
<0.50
<0.50
99.6
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
MW-8
1/21/2021
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
ND
WSW-1
6/30/2015
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-1
1/21/2018
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-1
5/8/2020
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-1
1/21/2021
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-12
5/8/2020
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-12
1/21/2021
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-13
6/30/2015
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-13
1/21/2018
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-28
5/8/2020
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
WSW-28
1/21/2021
<0.50
<0.50
<0.50
<0.50
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
NCAC 2L Standard
1
70
600
70
20
6
70
600
400
400
500
500
GCL
5000
70000
80000
30500
20000
6000
26100
260000
28500
24100
50000
50000
Notes: Yellow shading indicates exceedance of 2L
Red shading indicated exccedance of Gross Contaminant levells

TABLE B-5
Water Well Supply Information Survey
Six O One Stop
5661 Highway 601
Concord, North Carolina 28025
Incident Number 40338
Map
N+A2:A22
B43A2:A2
OA2:A26A
A2:A32
Sent
Certified
Mail
Proof of
Delivery
Received?
Survey
Returned?
Survey
Indicates
Well?
Well
Observed?
Parcel Number
Parcel Address
Owners
Mailing Address
City
State
Zip
2
Yes
Yes
Yes
No
No
5548626523.00
5550 US Highway 601 South
Glenn D. Holt, Jonathan I. Webster
5550 Cold Springs Road South
Concord
NC
28025
1
Yes
Yes
Yes
Yes
No
5548627061.00
5600 Cold Springs Road South
John B. Plyler, Jr.
5600 Cold Springs Road South
Concord
NC
28025
4
Yes
RTS
No
N/A
Ind.
5548724660.00
5501 Cold Springs Road South
Matthew Daniel Pethel, Ashley Faggart Pethel
5349 Cold Springs Road South
Concord
NC
28025
5
Yes
Yes
No
N/A
Ind.
5548723427.00
5521 Cold Spring Road South
Kenneth Vance Lambert, Alison Marie Lambert
683 Elizabeth Street Southwest
Concord
NC
28025
8
Yes
RTS
No
N/A
Ind.
5548722242.00
5527 Cold Springs Road South
Kenneth Ray Lambert, Tamara Lefle Lambert
5527 Cold Springs Road South
Concord
NC
28025
6
Yes
RTS
No
N/A
No
5548822476.00
5461 Cold Springs Road South
Robert D Faggart
5449 Cold Springs Road South
Concord
NC
28025
7
Yes
RTS
No
N/A
No
5548814655.00
5551 Cold Springs Road South
Kenneth Maurice Faggart
5551 Cold Springs Road South
Concord
NC
28025
9
Yes
RTS
No
N/A
Ind.
5548722112.00
5589 Cold Springs Road South
Maurica Faggart Gaylor, John David Plyler
5589 Cold Springs Road South
Concord
NC
28025
13
Yes
RTS
No
N/A
Yes
15548710746.00
5651 Cold Springs Road South
Lanney R. Griffin, Tammy A. Griffin
5651 Cold Springs Road South
Concord
NC
28025
10
Yes
RTS
No
N/A
Ind.
5548711908.00
5651 Cold Springs Road South
Lanney R. Griffin, Tammy A. Griffin
5651 Cold Springs Road South
Concord
NC
28025
11
Yes
Yes
Yes
Yes
No
5548714746.00
5665 Cold Springs Road South
Cynthia Faggart Isenhour
5665 Cold Springs Road South
Concord
NC
28025
12
Yes
Yes
Yes
Yes
No
5548713617.00
5677 Cold Springs Road South
Matthew Dwayne Isenhour, Corissa Ashley Isenhour
5677 Cold Springs Road South
Concord
NC
28025
14
Yes
Yes
Yes
Yes
No
5548712441.00
5695 Cold Springs Road South
Kelly L. Kivett, Tyler A. Kivett
10726 NC Highway 73 East
Mt. Pleasant
NC
28124
18
Yes
Yes
Yes
No
No
5548619381.00
5807 Highway 601 South
Robert L. Rice
5807 Highway 601 South
Concord
NC
28025
17
Yes
Yes
No
N/A
No
5548619434.00
5691 Cold Springs Road South
Robert L. Rice
5807 Highway 601 South
Concord
NC
28025
19
Yes
Yes
No
N/A
No
5548710232.00
5835 Highway 601 South
Christopher L. Reed
5835 Highway 601 South
Concord
NC
28025
20
Yes
Yes
Yes
Yes
No
5548711141.00
5849 Highway 601 South
Larry Wayne Saunders
2567 Biggers Road
Concord
NC
28025
15
Yes
Yes
Yes
Yes
No
5548714221.00
5845 Highway 601 South
Sandra Faggart Furr
5851 Highway 601 South
Concord
NC
28025
16
Yes
Yes
Yes
Yes
No
5548715295.00
5851 Highway 601 South
Sandra Faggart Furr, Ricky Lynn Furr
5851 Highway 601 South
Concord
NC
28025
21
Yes
Yes
Yes
Yes
No
5548609867.00
5830 Highway 601 South
Sabre A. Foster
229 Suburban Avenue Northeast
Concord
NC
28025
22
Yes
Yes
Yes
Yes
No
5548609914.00
5824 Highway 601 South
Aubrey Haigler
10329 Flowes Store Road
Midland
NC
28107
23
Yes
Yes
Yes
Yes
No
5548618071.00
5818 Highway 601 South
Theresa Dost
5818 Highway 601 South
Concord
NC
28025
24
Yes
Yes
Yes
No
No
5548618019.00
5812 Highway 601 South
Wade Ramsey, Betty C. Ramsey
5812 Highway 601 South
Concord
NC
28025
25
Yes
Yes
Yes
No
No
5548617156.00
5806 Highway 601 South
Clyde L. Helms
5806 Highway 601 South
Concord
NC
28025
27
Yes
Yes
No
N/A
Ind.
5548603955.00
5800 Highway 601 South
Keith William Lambert, LeAnn H. Lambert
5800 Highway 601 South
Concord
NC
28025
26
Yes
Yes
No
N/A
No
5548616219.00
5770 Old Monroe Circle
Margie Church
114 Piedmont Drive
Kannapolis
NC
28081
28
Yes
Yes
Yes
Yes
No
5548612342.00
5726 Old Monroe Circle
Todd A. Feasel
5726 Old Monroe Circle
Concord
NC
28025
39
Yes
Yes
Yes
No
No
5548616509.00
5680 Highway 601 South
Annie's Cane Shop, Inc.
4906 Fenwick Place
Concord
NC
28025
36
Yes
Yes
Yes
No
No
5548614727.00
5727 Old Monroe Circle
Carlos Colon, Sr., Miriam E. Colon
5727 Old Monroe Circle
Concord
NC
28025
35
Yes
Yes
Yes
Yes
No
5548612817.00
5675 Old Monroe Circle
Frank Edward Long, Dorethea Ann Young
4906 Fenwick Place
Concord
NC
28025
30
Yes
Yes
No
N/A
Ind.
5548519598.00
5670 Old Monroe Circle
Scott F. Barbee
5670 Old Monroe Circle
Concord
NC
28025
31
Yes
Yes
Yes
Yes
No
5548518711.00
5650 Old Monroe Circle
Mitzi Troutman White
11100 Kluttz Road
Gold Hill
NC
28071
34
Yes
Yes
Yes
No
No
5548620114.00
5601 Old Monroe Circle
Howard Lane Barbee, Lorrene R. Barbee
21317 Rogers Road
Richfield
NC
28137
32
Yes
Yes
Yes
Yes
No
5548517813.00
5626 Old Monroe Circle
Randolph William Dozier, II, Jennifer Dozier
5626 Old Monroe Circle
Concord
NC
28025
33
Yes
Yes
Yes
Yes
No
5548516926.00
5600 Old Monroe Circle
Jerry Grady Love
5600 Old Monroe Circle
Concord
NC
28025
40
Yes
Yes
No
N/A
No
5548526858.00
5500 Highway 601 South
Ziff Investments, LLC
Post Office Box 6587
Concord
NC
28027
3
Yes
RTS
No
N/A
No
5548624947.00
5490 Cold Springs Road South
Thomas D. Lynch, III, Donna Griffith Lynch
5490 Cold Springs Road South
Concord
NC
28025
38
Yes
Yes
No
N/A
No
15548623341.00
5611 Highway 601 South
Carolina Oil Co of Concord, Inc
Post Office Box 5010
Concord
NC
28027
37
Yes
Yes
No
N/A
No
5548624193.00
5625 Highway 601 South
Sidney Dell Misinheimer
5661 Highway 601 South
Concord
NC
28025
Notes: Ind. = Indeterminate, N/A= Not applicable
Yellow Shading indicates known water supply well.

Appendix B
Reporting Tables
Table B-6: Property Owners/ Occupants
Revision Date: 4/28/2015 Incident No. and Name: 40338 Six O One Stop Facility ID#: 4753
Tax Parcel
Owner/ Occupant Name
Number/
(Last, First MI)
Address
Map ID
Plyer, John
55486270610000
/1
5600 Cold Springs Road, Concord, NC 28025
55486241930000
Vacant land owned by Estate of
Saunders, Elma
5625 Highway 601 South Concord, NC 28025, vacant
/2
land owned by Estate of Elma Saunders (140 Crescent
Street, Kannapolis, NC 28081)
Griffin, Lanney
55487107460000
/3
5651 Cold Springs Road, Concord, NC 28025
Price, Robert L.
55486194340000
/4
5807 Highway 601 South, Concord, NC 28025
Unknown resident/ Church, Margie
5770 Highway 601 South, Concord, NC 28025,
55486162190000
/5
residence owned by Maggie Church (2767 Dale
Earnhardt Blvd., Kannapolis, NC 28083)
Unknown resident/ Young, Dorothea
5664 Highway 601 South, Concord, NC 28025,
55486165090000
/6
residence owned by Dorethea Young (4906 Fenwick
Place, Concord, NC 28025)
Unknown resident/ Sarver, Karen
55486147270000
5727 Old Monroe Circle, residence owned by Karen
/7
Sarver (5727 Old Monroe Circle, Concord, NC 28025)
Vacant land owned by Estate of
560 Highway 601 South Concord, NC 28025, vacant
55486241930000
Saunders, Elma
land owned by Estate of Elma Saunders (140 Crescent
/8
Street, Kannapolis, NC 28081)
43 Change 2

Appendix B
Reporting Tables
Table B-7: Monitoring and Remediation Well Construction Information
Revision Date: 3/2/2016 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Date
Date
Well
Well
Screened
Depth
Top of
Depth to
Free
Groundwater
Latitude/
Well
Installed
Water
Casing
Casing
Interval
of Well
Casing
Water
Product
Elevation*
Longitude
ID
(m/dd/yy)
Level
Diameter
Depth
(x to X
(ft.
Elevation*
from Top
Thickness
(ft.)
(decimal
Measured
(in.)
(ft.
ft. BGS)
BGS)
(ft.)
of Casing
** (ft.)
degrees)***
AL
m/dd/
BGS
ft.
MW-1
10/28/2014
11/12/2014
2
20
20 to 30
30
98.92
22.87
0
76.05
35.339266/-
80.520191
MW-2
10/28/2014
11/12/2014
2
20
20 to 30
30
99.76
23.77
0
75.99
35.339206/-
80.520266
MW-3
10/28/2014
11/12/2014
2
20
20 to 30
30
100.00
24.52
0
75.48
35.339108/-
80.520021
MW-4
10/10/2015
10/12/2015
2
25
25 to 35
35
0
35.339150/-
80.520081
MW-5
10/10/2015
10/12/2015
2
25
25 to 35
35
0
35.339150/-
80.520081
MW-6
10/10/2015
10/12/2015
2
25
25 to 35
35
0
35.339150/-
80.520081
MW-7
10/10/2015
10/12/2015
2
25
25 to 35
35
0
35.339150/-
80.520081
MW-8
10/10/2015
10/12/2015
2
40
45 to 50
50
0
35.339150/-
80.520081
ft BGS = feet below ground
* Reference Point for Elevation Measurements North side casing MW-3 , Assumed Elevation: 100.00 ft.
** If free product is present in a well, groundwater elevation is calculated by: [Top of Casing Elevation - Depth to Water] + [free product thickness x 0.8581]
*** The location must be sufficiently accurate and precise to allow easy recovery of lost or damaged wells.
44 Change 2

Appendix G
Contaminant Sources Other than USTs
Table B-9: Current and Historical Groundwater Elevations and Free Product Thickness
Revision Date: 4/28/2015 Incident Number and Name: 40338 Six O One Stop Facility ID#: 4753
Well ID
#
Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free
Product
Thickness
feet
Depth to Water*
Corrected
for Free Product
Thickness feet)
Top of
Casing
Elevation
(MSL)
Groundwater
Surface
Elevation
(MSL
MW-1
11/12/2014
20-30
22.87
NA
22.87
98.92
76.05
MW-1
10/12/2015
20 - 30
23.04
NA
23.04
98.92
75.88
MW-1
11/21/2016
20 - 30
23.31
NA
23.31
98.92
75.88
MW-1
01/21/2018
20 - 30
21.51
NA
21.51
98.92
77.41
MW-1
5/8/2020
20 - 30
18.30
NA
18.30
98.92
80.62
MW-1
1/21/2021
20 - 30
19.27
NA
19.27
98.92
79.65
MW-2
11/12/2014
20 - 30
23.77
NA
23.77
99.76
75.99
MW-2
10/12/2015
20 - 30
23.95
NA
23.95
99.76
75.81
MW-2
11/21/2016
20 - 30
24.16
NA
24.16
99.76
75.81
MW-2
1/21/2018
20 - 30
22.96
NA
22.96
99.76
76.80
MW-2
5/8/2020
20 - 30
17.85
NA
17.85
99.76
81.91
MW-2
1/21/2021
20 - 30
18.73
NA
18.73
99.76
81.03
MW-3
11/12/2014
20 - 30
24.52
NA
24.52
100.00
75.48
46 Change 2

Appendix G
Contaminant Sources Other than USTs
MW-3
10/12/2015
20 - 30
25.10
NA
25.10
100.00
74.9
MW-3
11/21/2016
20 - 30
25.13
NA
25.13
100.00
74.9
MW-3
1/21/2018
20 - 30
23.58
NA
23.58
100.00
76.42
MW-4
10/12/2015
25 - 35
22.62
NA
22.62
98.75
76.13
MW-4
11/21/2016
25 - 35
22.74
NA
22.74
98.75
76.13
MW-4
1/21/2018
25 - 35
21.30
NA
21.30
98.75
77.45
MW-5
10/12/2015
25 - 35
24.53
NA
24.53
100.08
75.55
MW-5
11/21/2016
25 - 35
24.36
NA
24.36
100.08
75.55
MW-5
1/21/2018
25 - 35
23.02
NA
23.02
100.08
77.06
MW-5
5/8/2020
25 - 35
15.07
NA
15.07
100.08
85.01
MW-5
1/21/2021
25 - 35
14.57
NA
14.57
100.08
85.51
MW-6
10/12/2015
25 - 35
25.81
NA
25.81
99.43
73.62
MW-6
11/21/2016
25 - 35
26.03
NA
26.03
99.43
73.62
MW-6
1/21/2018
25 - 35
24.72
NA
24.72
99.43
74.71
MW-6
5/8/2020
25 - 35
18.05
NA
18.05
99.43
81.38
MW-6
1/21/2021
25 - 35
18.63
NA
18.63
99.43
80.80
MW-7
10/12/2015
25 - 35
24.40
NA
24.40
98.65
73.85
47 Change 2

Appendix G
Contaminant Sources Other than USTs
MW-7
11/21/2016
25 - 35
24.57
NA
24.57
98.65
73.85
MW-7
1/21/2018
25 - 35
22.60
NA
22.60
98.65
76.05
MW-7
5/8/2020
25 - 35
20.60
NA
20.60
98.65
78.05
MW-7
1/21/2021
25 - 35
21.61
NA
21.61
98.65
77.04
MW-8
10/12/2015
45 - 50
26.38
NA
26.38
99.85
73.47
MW-8
11/21/2016
45 - 50
25.58
NA
25.58
99.85
73.47
MW-8
1/21/2018
45 - 50
24.81
NA
24.81
99.85
75.04
MW-8
5/8/2020
45 - 50
19.21
NA
19.21
99.85
80.64
MW-8
1/21/2021
45 - 50
20.42
NA
20.42
99.85
79.43
*Depth to Water is measured from Top of Casing
48 Change 2

Appendix G
Contaminant Sources Other than USTs
Table B-10: Land Use
Revision Date: 4/28/2015 Incident Number and Name: 40338 Six O One Stop
Facility ID#: 4753
Map ID #
Date
Determined
Land Use Feature
(include zoning)
Location
(complete street address if applicable)
Distance and
Direction from
Source Area
1
4/27/2015
Limited
Subject Property
Subject Property
Commercial (LC)
zoning district
2
4/27/2015
Agricultural Open
All adjoining and surrounding properties within 2,000 feet
All adjoining and
(AO) Space zoning
surrounding
district
properties within
2,000 feet
49 Change 2

APPENDIX I

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
MICHAEL SCOTT
Director
SixOOneStop, Inc.
Attn: Marc Glover, Registered Agent
5661 Highway 601 S.
Concord, NC 28025
(via email)
Dear Mr. Glover:
NORTH CAROLINA
Environmental Quality
September 9, 2020
Re: Notice of Regulatory Requirements
15A NCAC 2L .0407(b) [High Risk]
Risk -based Assessment and Corrective Action
For Petroleum Underground Storage Tanks
Six-O-One Stop
5661 South Highway 601, Concord
Cabarrus County
Incident Number: 40338
Risk Classification: High
The UST Section, Division of Waste Management (DWM), Mooresville Regional Office (MRO)
received the June 10, 2020 Monitoring Reports on June 11, 2020. The report recommending additional
assessment prior to conducting additional remedial actions. was reviewed and approved on June 24, 2020.
The electronic copy has been loaded to the DWM's electronic document storage system (Laserfiche).
The report states:
• On May 8, 2020, CESI personnel attempted to collect groundwater samples from wells MW-1 to
MW-8. Monitoring well MW-4 could not be located as the owner has spread gravel over this
portion of the parking lot. Monitoring well MW-3 could not be sampled because it was blocked
by automotive repair parts stored in a building constructed in 2019. Groundwater samples were
collected from six of the eight monitoring wells and from three neighboring water supply wells.
• Analysis of groundwater samples from the monitoring wells revealed gasoline parameters greater
than the North Carolina Administrative Code (NCAC) 15A 2L standard in wells MW-1, MW-2,
MW-7, MW-8. None of the tested parameters exceeded Gross Contaminant Levels GCLs.
North Carolina Department of Environmental Quality I Division of Waste Management
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704.663.1699

• Based on a comparison of prior benzene and MTBE isoconcentration contour diagrams and those
prepared from the May 8, 2020, sampling event, the dissolved hydrocarbon plume appears to be
stable. However, concentrations increased in several wells indicating that rebound from adsorbed
hydrocarbons is occurring.
• Based on the groundwater analytical results of samples collected May 8, 2020, the areal extent of
dissolved hydrocarbons appears to be defined except to the south for benzene.
• Depth to groundwater measurements at the site are approximately 18 feet below grade.
• No free product has been observed at the site.
• One inactive potable well was observed on the northern portion of the Property. The well head
was blocked and groundwater could not be accessed. The Property is provided water from the
City of Concord.
• An interview with the well owner for 5600 Cold Springs Road on May 8, 2020, and an interview
with the second nearest water supply well owner located at 5651 Cold Springs Road on January
21, 2018, stated that they did not want to connect to municipal water.
• The nearest surface water indicated on the topographic map is an unnamed stream located
approximately 1,000 feet northwest of the Property.
• Soil contaminant concentrations above industrial/commercial Maximum Soil Contaminant
Concentrations remain in the vicinity of MW-2/SB-6
Per this Notice of Regulatory Requirements:
• The next sampling event shall be conducted near the end of November 2020. The Monitoring
Monitoring Report for the November 2020 sampling event is due no later than December 31,
2020.
• Soil excavation shall be conducted in the MW-2/SB-6 to remove contamination above
industrial/commercial Maximum Soil Contaminant Concentrations.
Please note that sampling and correction action must be conducted in accordance with the
Guidelines for Assessment and Corrective Action for UST Releases. Failure to comply in the manner and
time specified may result in the assessment of civil penalties and/or the use of the other enforcement
mechanisms.
If you have any questions regarding trust fund eligibility or reimbursement from the Commercial
or Noncommercial Leaking Petroleum Underground Storage Tank Cleanup Funds, please contact the
UST Section Trust Fund Branch at [phone]. If you have any questions regarding the actions that
must be taken or the rules mentioned in this letter, please contact me by email at
Trudy.Beverly(&ncdenr.gov or telephone at [phone].
Sincerely,
� Y" 444
Trudy Beverly, L.G.
Hydrogeologist
Mooresville Regional Office
UST Section, Division of Waste Management, NCDEQ
cc: Chrystal Swinger, Cabarrus County Health Department (via email)
Mike Downs, Cabarrus County Manager (via email)
Steve Irminger, CESI (via email)
Michael Bator, The Vertex Companies, Inc. (via email)
D.EQ2�
North Carolina Department of Environmental Quality I Division of Waste Management
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704.663.1699

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
MICHAEL SCM
Director
SixOOneStop, Inc.
Attn: Marc Glover, Registered Agent
5661 Highway 601 S.
Concord, NC 28025
(via email)
Dear Mr. Glover:
NORTH CAROLINA
Environmental Quality
January 4, 2021
Re: Notice of Regulatory Requirements
15A NCAC 2L .0407(b) [High Risk]
Risk -based Assessment and Corrective Action
For Petroleum Underground Storage Tanks
Six-O-One Stop
5661 South Highway 601, Concord
Cabarrus County
Incident Number: 40338
Risk Classification: High
On January 4, 2021, the Mooresville Regional Office (MRO) of the Underground Storage
Tank (UST) Section of the Division of Waste Management received a request to extend the
submittal deadline for the Monitoring Report for this site from your consultant CESI Civil-
Geotechnical-Surveying. Specifically, CESI Civil-Geotechnical-Surveying requested that the
submittal deadline be extended until January 31, 2021. This request is considered reasonable and
is hereby granted.
Should you fail to submit the report by the extended deadline, the original deadline may
be used in any enforcement action. If you have any questions regarding the actions that must be
taken or the rules mentioned in this letter, please contact me by email at
Trudy.Beverlykncdenr. _ og_v or by phone at [phone].
North Carolina Department of Environmental Quality I Division of Waste Management
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704.663.1699

Sincerely,
�-� I'll ;IIW -
Trudy Beverly, L.G.
Hydrogeologist
Mooresville Regional Office
UST Section, Division of Waste Management,
NCDEQ
cc: Steven Irminger, CESI Civil-Geotechnical-Surveying (via email)
Crystal Swinger, Cabarrus County Environmental Health (via email)
Mike Downs, Cabarrus County Manager (via email)
pannwY*�` n�ia.nama aal�
North Carolina Department of Environmental Quality I Division of Waste Management
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704.663.1644

APPENDIX 2

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
January 25, 2021
Mr. Steve Irminger
Irminger Consulting
7015 Erinbrook Road
Concord, NC 28025
RE: Project: SIX O ONE
Pace Project No.: 92517825
Dear Mr. Irminger:
Enclosed are the analytical results for sample(s) received by the laboratory on January 21, 2021. 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,
Tyriek Hooks
[e-mail]
[phone]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
CERTIFICATIONS
Project: SIX O ONE
Pace Project No.: 92517825
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/NELAP Certification # LA170028
Florida/NELAP Certification #: E87627
North Carolina Drinking Water Certification #: 37706
Kentucky UST Certification #: 84
North Carolina Field Services Certification #: 5342
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 12
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
SIX O ONE
92517825
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92517825001
MW-7
SM 6200B
SAS
63
PASI-C
92517825002
MW-2
SM 6200B
SAS
63
PASI-C
92517825003
MW-6
SM 6200B
SAS
63
PASI-C
92517825004
MW-1
SM 6200B
SAS
63
PASI-C
92517825005
MW-5
SM 6200B
SAS
63
PASI-C
92517825006
MW-8
SM 6200B
SAS
63
PASI-C
92517825007
5677 CSR
SM 6200B
SAS
63
PASI-C
92517825008
5726 OMC
SM 6200B
SAS
63
PASI-C
92517825009
5600 CSR
SM 6200B
SAS
63
PASI-C
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-7 Lab ID: 92517825001 Collected: 01/21/21 10:00 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
0.90
ug/L
0.50
1
01/22/21 18:27
71-43-2
Bromobenzene
ND
ug/L
0.50
1
01/22/21 18:27
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
01/22/21 18:27
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
01/22/21 18:27
75-27-4
Bromoform
ND
ug/L
0.50
1
01/22/21 18:27
75-25-2
Bromomethane
ND
ug/L
5.0
1
01/22/21 18:27
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
01/22/21 18:27
104-51-8
sec-Butylbenzene
12.9
ug/L
0.50
1
01/22/21 18:27
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
01/22/21 18:27
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
01/22/21 18:27
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
01/22/21 18:27
108-90-7
Chloroethane
ND
ug/L
1.0
1
01/22/21 18:27
75-00-3
Chloroform
ND
ug/L
0.50
1
01/22/21 18:27
67-66-3
Chloromethane
ND
ug/L
1.0
1
01/22/21 18:27
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 18:27
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 18:27
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
01/22/21 18:27
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
01/22/21 18:27
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
01/22/21 18:27
106-93-4
Dibromomethane
ND
ug/L
0.50
1
01/22/21 18:27
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:27
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:27
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:27
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
01/22/21 18:27
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
01/22/21 18:27
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
01/22/21 18:27
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:27
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:27
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:27
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:27
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:27
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:27
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:27
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:27
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:27
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
01/22/21 18:27
108-20-3
Ethylbenzene
6.6
ug/L
0.50
1
01/22/21 18:27
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
01/22/21 18:27
87-68-3
Isopropylbenzene (Cumene)
10.1
ug/L
0.50
1
01/22/21 18:27
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
01/22/21 18:27
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
01/22/21 18:27
1634-04-4
Naphthalene
ND
ug/L
2.0
1
01/22/21 18:27
91-20-3
n-Propylbenzene
2.3
ug/L
0.50
1
01/22/21 18:27
103-65-1
Styrene
ND
ug/L
0.50
1
01/22/21 18:27
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 18:27
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 18:27
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-7 Lab ID: 92517825001 Collected: 01/21/21 10:00 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
01/22/21 18:27
127-18-4
Toluene
ND
ug/L
0.50
1
01/22/21 18:27
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 18:27
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 18:27
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
01/22/21 18:27
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
01/22/21 18:27
79-00-5
Trichloroethene
ND
ug/L
0.50
1
01/22/21 18:27
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
01/22/21 18:27
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
01/22/21 18:27
96-18-4
1,2,4-Trimethylbenzene
1.3
ug/L
0.50
1
01/22/21 18:27
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 18:27
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
01/22/21 18:27
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
01/22/21 18:27
179601-23-1
o-Xylene
ND
ug/L
0.50
1
01/22/21 18:27
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
98
%
70-130
1
01/22/21 18:27
17060-07-0
4-Bromofluorobenzene (S)
95
%
70-130
1
01/22/21 18:27
460-00-4
Toluene-d8 (S)
99
%
70-130
1
01/22/21 18:27
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-2 Lab ID: 92517825002 Collected: 01/21/21 10:15 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
3410
ug/L
20.0
40
01/22/21 19:21
71-43-2
Bromobenzene
ND
ug/L
20.0
40
01/22/21 19:21
108-86-1
Bromochloromethane
ND
ug/L
20.0
40
01/22/21 19:21
74-97-5
Bromodichloromethane
ND
ug/L
20.0
40
01/22/21 19:21
75-27-4
Bromoform
ND
ug/L
20.0
40
01/22/21 19:21
75-25-2
Bromomethane
ND
ug/L
200
40
01/22/21 19:21
74-83-9
n-Butylbenzene
ND
ug/L
20.0
40
01/22/21 19:21
104-51-8
sec-Butylbenzene
ND
ug/L
20.0
40
01/22/21 19:21
135-98-8
tert-Butyl benzene
ND
ug/L
20.0
40
01/22/21 19:21
98-06-6
Carbon tetrachloride
ND
ug/L
20.0
40
01/22/21 19:21
56-23-5
Chlorobenzene
ND
ug/L
20.0
40
01/22/21 19:21
108-90-7
Chloroethane
ND
ug/L
40.0
40
01/22/21 19:21
75-00-3
Chloroform
ND
ug/L
20.0
40
01/22/21 19:21
67-66-3
Chloromethane
ND
ug/L
40.0
40
01/22/21 19:21
74-87-3
2-Chlorotoluene
ND
ug/L
20.0
40
01/22/21 19:21
95-49-8
4-Chlorotoluene
ND
ug/L
20.0
40
01/22/21 19:21
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
40.0
40
01/22/21 19:21
96-12-8
Dibromochloromethane
ND
ug/L
20.0
40
01/22/21 19:21
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
20.0
40
01/22/21 19:21
106-93-4
Dibromomethane
ND
ug/L
20.0
40
01/22/21 19:21
74-95-3
1,2-Dichlorobenzene
ND
ug/L
20.0
40
01/22/21 19:21
95-50-1
1,3-Dichlorobenzene
ND
ug/L
20.0
40
01/22/21 19:21
541-73-1
1,4-Dichlorobenzene
ND
ug/L
20.0
40
01/22/21 19:21
106-46-7
Dichlorodifluoromethane
ND
ug/L
20.0
40
01/22/21 19:21
75-71-8
1,1-Dichloroethane
ND
ug/L
20.0
40
01/22/21 19:21
75-34-3
1,2-Dichloroethane
ND
ug/L
20.0
40
01/22/21 19:21
107-06-2
1,1-Dichloroethene
ND
ug/L
20.0
40
01/22/21 19:21
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
20.0
40
01/22/21 19:21
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
20.0
40
01/22/21 19:21
156-60-5
1,2-Dichloropropane
ND
ug/L
20.0
40
01/22/21 19:21
78-87-5
1,3-Dichloropropane
ND
ug/L
20.0
40
01/22/21 19:21
142-28-9
2,2-Dichloropropane
ND
ug/L
20.0
40
01/22/21 19:21
594-20-7
1,1-Dichloropropene
ND
ug/L
20.0
40
01/22/21 19:21
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
20.0
40
01/22/21 19:21
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
20.0
40
01/22/21 19:21
10061-02-6
Diisopropyl ether
218
ug/L
20.0
40
01/22/21 19:21
108-20-3
Ethylbenzene
5900
ug/L
20.0
40
01/22/21 19:21
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
80.0
40
01/22/21 19:21
87-68-3
Isopropylbenzene (Cumene)
320
ug/L
20.0
40
01/22/21 19:21
98-82-8
Methylene Chloride
ND
ug/L
80.0
40
01/22/21 19:21
75-09-2
Methyl-tert-butyl ether
ND
ug/L
20.0
40
01/22/21 19:21
1634-04-4
Naphthalene
1920
ug/L
80.0
40
01/22/21 19:21
91-20-3
n-Propylbenzene
1120
ug/L
20.0
40
01/22/21 19:21
103-65-1
Styrene
ND
ug/L
20.0
40
01/22/21 19:21
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
20.0
40
01/22/21 19:21
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
20.0
40
01/22/21 19:21
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-2 Lab ID: 92517825002 Collected: 01/21/21 10:15 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
20.0
40
01/22/21 19:21
127-18-4
Toluene
274
ug/L
20.0
40
01/22/21 19:21
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
80.0
40
01/22/21 19:21
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
80.0
40
01/22/21 19:21
120-82-1
1,1,1-Trichloroethane
ND
ug/L
20.0
40
01/22/21 19:21
71-55-6
1,1,2-Trichloroethane
ND
ug/L
20.0
40
01/22/21 19:21
79-00-5
Trichloroethene
ND
ug/L
20.0
40
01/22/21 19:21
79-01-6
Trichlorofluoromethane
ND
ug/L
40.0
40
01/22/21 19:21
75-69-4
1,2,3-Trichloropropane
ND
ug/L
20.0
40
01/22/21 19:21
96-18-4
1,2,4-Trimethylbenzene
7840
ug/L
20.0
40
01/22/21 19:21
95-63-6
1,3,5-Trimethylbenzene
2240
ug/L
20.0
40
01/22/21 19:21
108-67-8
Vinyl chloride
ND
ug/L
40.0
40
01/22/21 19:21
75-01-4
m&p-Xylene
9220
ug/L
40.0
40
01/22/21 19:21
179601-23-1
o-Xylene
176
ug/L
20.0
40
01/22/21 19:21
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
98
%
70-130
40
01/22/21 19:21
17060-07-0
4-Bromofluorobenzene (S)
98
%
70-130
40
01/22/21 19:21
460-00-4
Toluene-d8(S)
99
%
70-130
40
01/22/21 19:21
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-6 Lab ID: 92517825003 Collected: 01/21/21 10:30 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
01/22/21 16:57
71-43-2
Bromobenzene
ND
ug/L
0.50
1
01/22/21 16:57
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
01/22/21 16:57
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
01/22/21 16:57
75-27-4
Bromoform
ND
ug/L
0.50
1
01/22/21 16:57
75-25-2
Bromomethane
ND
ug/L
5.0
1
01/22/21 16:57
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
01/22/21 16:57
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
01/22/21 16:57
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
01/22/21 16:57
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
01/22/21 16:57
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
01/22/21 16:57
108-90-7
Chloroethane
ND
ug/L
1.0
1
01/22/21 16:57
75-00-3
Chloroform
ND
ug/L
0.50
1
01/22/21 16:57
67-66-3
Chloromethane
ND
ug/L
1.0
1
01/22/21 16:57
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 16:57
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 16:57
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
01/22/21 16:57
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
01/22/21 16:57
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
01/22/21 16:57
106-93-4
Dibromomethane
ND
ug/L
0.50
1
01/22/21 16:57
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 16:57
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 16:57
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 16:57
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
01/22/21 16:57
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
01/22/21 16:57
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
01/22/21 16:57
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
01/22/21 16:57
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 16:57
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 16:57
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 16:57
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
01/22/21 16:57
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 16:57
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
01/22/21 16:57
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 16:57
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 16:57
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
01/22/21 16:57
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
01/22/21 16:57
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
01/22/21 16:57
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
01/22/21 16:57
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
01/22/21 16:57
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
01/22/21 16:57
1634-04-4
Naphthalene
ND
ug/L
2.0
1
01/22/21 16:57
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
01/22/21 16:57
103-65-1
Styrene
ND
ug/L
0.50
1
01/22/21 16:57
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 16:57
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 16:57
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-6 Lab ID: 92517825003 Collected: 01/21/21 10:30 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
01/22/21 16:57
127-18-4
Toluene
ND
ug/L
0.50
1
01/22/21 16:57
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 16:57
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 16:57
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
01/22/21 16:57
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
01/22/21 16:57
79-00-5
Trichloroethene
ND
ug/L
0.50
1
01/22/21 16:57
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
01/22/21 16:57
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
01/22/21 16:57
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 16:57
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 16:57
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
01/22/21 16:57
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
01/22/21 16:57
179601-23-1
o-Xylene
ND
ug/L
0.50
1
01/22/21 16:57
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
95
%
70-130
1
01/22/21 16:57
17060-07-0
4-Bromofluorobenzene (S)
93
%
70-130
1
01/22/21 16:57
460-00-4
Toluene-d8 (S)
99
%
70-130
1
01/22/21 16:57
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 9 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-1 Lab ID: 92517825004 Collected: 01/21/21 10:45 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
9.9
ug/L
0.50
1
01/22/21 19:03
71-43-2
Bromobenzene
ND
ug/L
0.50
1
01/22/21 19:03
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
01/22/21 19:03
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
01/22/21 19:03
75-27-4
Bromoform
ND
ug/L
0.50
1
01/22/21 19:03
75-25-2
Bromomethane
ND
ug/L
5.0
1
01/22/21 19:03
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
01/22/21 19:03
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
01/22/21 19:03
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
01/22/21 19:03
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
01/22/21 19:03
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
01/22/21 19:03
108-90-7
Chloroethane
ND
ug/L
1.0
1
01/22/21 19:03
75-00-3
Chloroform
ND
ug/L
0.50
1
01/22/21 19:03
67-66-3
Chloromethane
ND
ug/L
1.0
1
01/22/21 19:03
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 19:03
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 19:03
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
01/22/21 19:03
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
01/22/21 19:03
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
01/22/21 19:03
106-93-4
Dibromomethane
ND
ug/L
0.50
1
01/22/21 19:03
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 19:03
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 19:03
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 19:03
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
01/22/21 19:03
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
01/22/21 19:03
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
01/22/21 19:03
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
01/22/21 19:03
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 19:03
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 19:03
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 19:03
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
01/22/21 19:03
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 19:03
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
01/22/21 19:03
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 19:03
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 19:03
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
01/22/21 19:03
108-20-3
Ethylbenzene
85.2
ug/L
0.50
1
01/22/21 19:03
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
01/22/21 19:03
87-68-3
Isopropylbenzene (Cumene)
8.7
ug/L
0.50
1
01/22/21 19:03
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
01/22/21 19:03
75-09-2
Methyl-tert-butyl ether
1.3
ug/L
0.50
1
01/22/21 19:03
1634-04-4
Naphthalene
43.0
ug/L
2.0
1
01/22/21 19:03
91-20-3
n-Propylbenzene
16.9
ug/L
0.50
1
01/22/21 19:03
103-65-1
Styrene
ND
ug/L
0.50
1
01/22/21 19:03
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 19:03
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 19:03
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-1 Lab ID: 92517825004 Collected: 01/21/21 10:45 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
01/22/21 19:03
127-18-4
Toluene
0.86
ug/L
0.50
1
01/22/21 19:03
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 19:03
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 19:03
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
01/22/21 19:03
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
01/22/21 19:03
79-00-5
Trichloroethene
ND
ug/L
0.50
1
01/22/21 19:03
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
01/22/21 19:03
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
01/22/21 19:03
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 19:03
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 19:03
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
01/22/21 19:03
75-01-4
m&p-Xylene
2.9
ug/L
1.0
1
01/22/21 19:03
179601-23-1
o-Xylene
0.65
ug/L
0.50
1
01/22/21 19:03
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
102
%
70-130
1
01/22/21 19:03
17060-07-0
4-Bromofluorobenzene (S)
96
%
70-130
1
01/22/21 19:03
460-00-4
Toluene-d8 (S)
97
%
70-130
1
01/22/21 19:03
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 11 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-5 Lab ID: 92517825005 Collected: 01/21/21 11:00 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
01/22/21 17:15
71-43-2
Bromobenzene
ND
ug/L
0.50
1
01/22/21 17:15
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
01/22/21 17:15
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
01/22/21 17:15
75-27-4
Bromoform
ND
ug/L
0.50
1
01/22/21 17:15
75-25-2
Bromomethane
ND
ug/L
5.0
1
01/22/21 17:15
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
01/22/21 17:15
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
01/22/21 17:15
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
01/22/21 17:15
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
01/22/21 17:15
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
01/22/21 17:15
108-90-7
Chloroethane
ND
ug/L
1.0
1
01/22/21 17:15
75-00-3
Chloroform
ND
ug/L
0.50
1
01/22/21 17:15
67-66-3
Chloromethane
ND
ug/L
1.0
1
01/22/21 17:15
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 17:15
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 17:15
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
01/22/21 17:15
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
01/22/21 17:15
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
01/22/21 17:15
106-93-4
Dibromomethane
ND
ug/L
0.50
1
01/22/21 17:15
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:15
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:15
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:15
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
01/22/21 17:15
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
01/22/21 17:15
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
01/22/21 17:15
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:15
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:15
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:15
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:15
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:15
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:15
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:15
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:15
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:15
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
01/22/21 17:15
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
01/22/21 17:15
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
01/22/21 17:15
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
01/22/21 17:15
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
01/22/21 17:15
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
01/22/21 17:15
1634-04-4
Naphthalene
ND
ug/L
2.0
1
01/22/21 17:15
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
01/22/21 17:15
103-65-1
Styrene
ND
ug/L
0.50
1
01/22/21 17:15
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 17:15
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 17:15
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-5 Lab ID: 92517825005 Collected: 01/21/21 11:00 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
01/22/21 17:15
127-18-4
Toluene
ND
ug/L
0.50
1
01/22/21 17:15
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 17:15
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 17:15
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
01/22/21 17:15
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
01/22/21 17:15
79-00-5
Trichloroethene
ND
ug/L
0.50
1
01/22/21 17:15
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
01/22/21 17:15
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
01/22/21 17:15
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 17:15
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 17:15
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
01/22/21 17:15
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
01/22/21 17:15
179601-23-1
o-Xylene
ND
ug/L
0.50
1
01/22/21 17:15
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
100
%
70-130
1
01/22/21 17:15
17060-07-0
4-Bromofluorobenzene (S)
97
%
70-130
1
01/22/21 17:15
460-00-4
Toluene-d8 (S)
99
%
70-130
1
01/22/21 17:15
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 13 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-8 Lab ID: 92517825006 Collected: 01/21/21 11:05 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
01/22/21 18:45
71-43-2
Bromobenzene
ND
ug/L
0.50
1
01/22/21 18:45
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
01/22/21 18:45
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
01/22/21 18:45
75-27-4
Bromoform
ND
ug/L
0.50
1
01/22/21 18:45
75-25-2
Bromomethane
ND
ug/L
5.0
1
01/22/21 18:45
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
01/22/21 18:45
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
01/22/21 18:45
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
01/22/21 18:45
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
01/22/21 18:45
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
01/22/21 18:45
108-90-7
Chloroethane
ND
ug/L
1.0
1
01/22/21 18:45
75-00-3
Chloroform
ND
ug/L
0.50
1
01/22/21 18:45
67-66-3
Chloromethane
ND
ug/L
1.0
1
01/22/21 18:45
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 18:45
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 18:45
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
01/22/21 18:45
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
01/22/21 18:45
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
01/22/21 18:45
106-93-4
Dibromomethane
ND
ug/L
0.50
1
01/22/21 18:45
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:45
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:45
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:45
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
01/22/21 18:45
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
01/22/21 18:45
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
01/22/21 18:45
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:45
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:45
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:45
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:45
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:45
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:45
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:45
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:45
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:45
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
01/22/21 18:45
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
01/22/21 18:45
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
01/22/21 18:45
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
01/22/21 18:45
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
01/22/21 18:45
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
01/22/21 18:45
1634-04-4
Naphthalene
ND
ug/L
2.0
1
01/22/21 18:45
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
01/22/21 18:45
103-65-1
Styrene
ND
ug/L
0.50
1
01/22/21 18:45
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 18:45
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 18:45
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: MW-8 Lab ID: 92517825006 Collected: 01/21/21 11:05 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
01/22/21 18:45
127-18-4
Toluene
ND
ug/L
0.50
1
01/22/21 18:45
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 18:45
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 18:45
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
01/22/21 18:45
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
01/22/21 18:45
79-00-5
Trichloroethene
ND
ug/L
0.50
1
01/22/21 18:45
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
01/22/21 18:45
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
01/22/21 18:45
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 18:45
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 18:45
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
01/22/21 18:45
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
01/22/21 18:45
179601-23-1
o-Xylene
ND
ug/L
0.50
1
01/22/21 18:45
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
101
%
70-130
1
01/22/21 18:45
17060-07-0
4-Bromofluorobenzene (S)
96
%
70-130
1
01/22/21 18:45
460-00-4
Toluene-d8 (S)
99
%
70-130
1
01/22/21 18:45
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 15 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: 5677 CSR Lab ID: 92517825007 Collected: 01/21/21 11:10 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
01/22/21 17:33
71-43-2
Bromobenzene
ND
ug/L
0.50
1
01/22/21 17:33
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
01/22/21 17:33
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
01/22/21 17:33
75-27-4
Bromoform
ND
ug/L
0.50
1
01/22/21 17:33
75-25-2
Bromomethane
ND
ug/L
5.0
1
01/22/21 17:33
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
01/22/21 17:33
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
01/22/21 17:33
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
01/22/21 17:33
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
01/22/21 17:33
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
01/22/21 17:33
108-90-7
Chloroethane
ND
ug/L
1.0
1
01/22/21 17:33
75-00-3
Chloroform
ND
ug/L
0.50
1
01/22/21 17:33
67-66-3
Chloromethane
ND
ug/L
1.0
1
01/22/21 17:33
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 17:33
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 17:33
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
01/22/21 17:33
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
01/22/21 17:33
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
01/22/21 17:33
106-93-4
Dibromomethane
ND
ug/L
0.50
1
01/22/21 17:33
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:33
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:33
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:33
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
01/22/21 17:33
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
01/22/21 17:33
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
01/22/21 17:33
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:33
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:33
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:33
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:33
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:33
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:33
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:33
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:33
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:33
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
01/22/21 17:33
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
01/22/21 17:33
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
01/22/21 17:33
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
01/22/21 17:33
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
01/22/21 17:33
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
01/22/21 17:33
1634-04-4
Naphthalene
ND
ug/L
2.0
1
01/22/21 17:33
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
01/22/21 17:33
103-65-1
Styrene
ND
ug/L
0.50
1
01/22/21 17:33
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 17:33
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 17:33
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: 5677 CSR Lab ID: 92517825007 Collected: 01/21/21 11:10 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
01/22/21 17:33
127-18-4
Toluene
ND
ug/L
0.50
1
01/22/21 17:33
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 17:33
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 17:33
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
01/22/21 17:33
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
01/22/21 17:33
79-00-5
Trichloroethene
ND
ug/L
0.50
1
01/22/21 17:33
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
01/22/21 17:33
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
01/22/21 17:33
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 17:33
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 17:33
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
01/22/21 17:33
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
01/22/21 17:33
179601-23-1
o-Xylene
ND
ug/L
0.50
1
01/22/21 17:33
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
97
%
70-130
1
01/22/21 17:33
17060-07-0
4-Bromofluorobenzene (S)
94
%
70-130
1
01/22/21 17:33
460-00-4
Toluene-d8 (S)
97
%
70-130
1
01/22/21 17:33
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 17 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: 5726 OMC Lab ID: 92517825008 Collected: 01/21/21 11:30 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
01/22/21 17:51
71-43-2
Bromobenzene
ND
ug/L
0.50
1
01/22/21 17:51
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
01/22/21 17:51
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
01/22/21 17:51
75-27-4
Bromoform
ND
ug/L
0.50
1
01/22/21 17:51
75-25-2
Bromomethane
ND
ug/L
5.0
1
01/22/21 17:51
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
01/22/21 17:51
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
01/22/21 17:51
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
01/22/21 17:51
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
01/22/21 17:51
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
01/22/21 17:51
108-90-7
Chloroethane
ND
ug/L
1.0
1
01/22/21 17:51
75-00-3
Chloroform
ND
ug/L
0.50
1
01/22/21 17:51
67-66-3
Chloromethane
ND
ug/L
1.0
1
01/22/21 17:51
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 17:51
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 17:51
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
01/22/21 17:51
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
01/22/21 17:51
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
01/22/21 17:51
106-93-4
Dibromomethane
ND
ug/L
0.50
1
01/22/21 17:51
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:51
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:51
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 17:51
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
01/22/21 17:51
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
01/22/21 17:51
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
01/22/21 17:51
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:51
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:51
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 17:51
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:51
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:51
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 17:51
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:51
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:51
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 17:51
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
01/22/21 17:51
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
01/22/21 17:51
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
01/22/21 17:51
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
01/22/21 17:51
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
01/22/21 17:51
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
01/22/21 17:51
1634-04-4
Naphthalene
ND
ug/L
2.0
1
01/22/21 17:51
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
01/22/21 17:51
103-65-1
Styrene
ND
ug/L
0.50
1
01/22/21 17:51
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 17:51
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 17:51
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: 5726 OMC Lab ID: 92517825008 Collected: 01/21/21 11:30 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
01/22/21 17:51
127-18-4
Toluene
ND
ug/L
0.50
1
01/22/21 17:51
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 17:51
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 17:51
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
01/22/21 17:51
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
01/22/21 17:51
79-00-5
Trichloroethene
ND
ug/L
0.50
1
01/22/21 17:51
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
01/22/21 17:51
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
01/22/21 17:51
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 17:51
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 17:51
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
01/22/21 17:51
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
01/22/21 17:51
179601-23-1
o-Xylene
ND
ug/L
0.50
1
01/22/21 17:51
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
99
%
70-130
1
01/22/21 17:51
17060-07-0
4-Bromofluorobenzene (S)
96
%
70-130
1
01/22/21 17:51
460-00-4
Toluene-d8 (S)
98
%
70-130
1
01/22/21 17:51
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 19 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: 5600 CSR Lab ID: 92517825009 Collected: 01/21/21 12:15 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
01/22/21 18:09
71-43-2
Bromobenzene
ND
ug/L
0.50
1
01/22/21 18:09
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
01/22/21 18:09
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
01/22/21 18:09
75-27-4
Bromoform
ND
ug/L
0.50
1
01/22/21 18:09
75-25-2
Bromomethane
ND
ug/L
5.0
1
01/22/21 18:09
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
01/22/21 18:09
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
01/22/21 18:09
135-98-8
tert-Butyl benzene
ND
ug/L
0.50
1
01/22/21 18:09
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
01/22/21 18:09
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
01/22/21 18:09
108-90-7
Chloroethane
ND
ug/L
1.0
1
01/22/21 18:09
75-00-3
Chloroform
ND
ug/L
0.50
1
01/22/21 18:09
67-66-3
Chloromethane
ND
ug/L
1.0
1
01/22/21 18:09
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 18:09
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
01/22/21 18:09
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
01/22/21 18:09
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
01/22/21 18:09
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
01/22/21 18:09
106-93-4
Dibromomethane
ND
ug/L
0.50
1
01/22/21 18:09
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:09
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:09
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
01/22/21 18:09
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
01/22/21 18:09
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
01/22/21 18:09
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
01/22/21 18:09
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:09
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:09
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
01/22/21 18:09
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:09
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:09
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
01/22/21 18:09
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:09
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:09
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
1
01/22/21 18:09
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
01/22/21 18:09
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
01/22/21 18:09
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
01/22/21 18:09
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
01/22/21 18:09
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
01/22/21 18:09
75-09-2
Methyl-tert-butyl ether
ND
ug/L
0.50
1
01/22/21 18:09
1634-04-4
Naphthalene
ND
ug/L
2.0
1
01/22/21 18:09
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
01/22/21 18:09
103-65-1
Styrene
ND
ug/L
0.50
1
01/22/21 18:09
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 18:09
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
01/22/21 18:09
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: SIX O ONE
Pace Project No.: 92517825
Sample: 5600 CSR Lab ID: 92517825009 Collected: 01/21/21 12:15 Received: 01/21/21 13:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
01/22/21 18:09
127-18-4
Toluene
ND
ug/L
0.50
1
01/22/21 18:09
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 18:09
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
01/22/21 18:09
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
01/22/21 18:09
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
01/22/21 18:09
79-00-5
Trichloroethene
ND
ug/L
0.50
1
01/22/21 18:09
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
01/22/21 18:09
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
01/22/21 18:09
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 18:09
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
01/22/21 18:09
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
01/22/21 18:09
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
01/22/21 18:09
179601-23-1
o-Xylene
ND
ug/L
0.50
1
01/22/21 18:09
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
98
%
70-130
1
01/22/21 18:09
17060-07-0
4-Bromofluorobenzene (S)
96
%
70-130
1
01/22/21 18:09
460-00-4
Toluene-d8 (S)
99
%
70-130
1
01/22/21 18:09
2037-26-5
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 21 of 31

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: SIX O ONE
Pace Project No.: 92517825
QC Batch: 594724 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200E MSV
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92517825001, 92517825002, 92517825003, 92517825004, 92517825005, 92517825006, 92517825007,
92517825008,92517825009
METHOD BLANK: 3137732
Matrix: Water
Associated Lab Samples: 92517825001, 92517825002, 92517825003, 92517825004, 92517825005, 92517825006, 92517825007,
92517825008,92517825009
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
0.50
01/22/21 12:45
1,1,1-Trichloroethane
ug/L
ND
0.50
01/22/21 12:45
1,1,2,2-Tetrachloroethane
ug/L
ND
0.50
01/22/21 12:45
1,1,2-Trichloroethane
ug/L
ND
0.50
01/22/21 12:45
1,1-Dichloroethane
ug/L
ND
0.50
01/22/21 12:45
1,1-Dichloroethene
ug/L
ND
0.50
01/22/21 12:45
1,1-Dichloropropene
ug/L
ND
0.50
01/22/21 12:45
1,2,3-Trichlorobenzene
ug/L
ND
2.0
01/22/21 12:45
1,2,3-Trichloropropane
ug/L
ND
0.50
01/22/21 12:45
1,2,4-Trichlorobenzene
ug/L
ND
2.0
01/22/21 12:45
1,2,4-Trimethylbenzene
ug/L
ND
0.50
01/22/21 12:45
1,2-Dibromo-3-chloropropane
ug/L
ND
1.0
01/22/21 12:45
1,2-Dibromoethane (EDB)
ug/L
ND
0.50
01/22/21 12:45
1,2-Dichlorobenzene
ug/L
ND
0.50
01/22/21 12:45
1,2-Dichloroethane
ug/L
ND
0.50
01/22/21 12:45
1,2-Dichloropropane
ug/L
ND
0.50
01/22/21 12:45
1,3,5-Trimethylbenzene
ug/L
ND
0.50
01/22/21 12:45
1,3-Dichlorobenzene
ug/L
ND
0.50
01/22/21 12:45
1,3-Dichloropropane
ug/L
ND
0.50
01/22/21 12:45
1,4-Dichlorobenzene
ug/L
ND
0.50
01/22/21 12:45
2,2-Dichloropropane
ug/L
ND
0.50
01/22/21 12:45
2-Chlorotoluene
ug/L
ND
0.50
01/22/21 12:45
4-Chlorotoluene
ug/L
ND
0.50
01/22/21 12:45
Benzene
ug/L
ND
0.50
01/22/21 12:45
Bromobenzene
ug/L
ND
0.50
01/22/21 12:45
Bromochloromethane
ug/L
ND
0.50
01/22/21 12:45
Bromodichloromethane
ug/L
ND
0.50
01/22/21 12:45
Bromoform
ug/L
ND
0.50
01/22/21 12:45
Bromomethane
ug/L
ND
5.0
01/22/21 12:45
Carbon tetrachloride
ug/L
ND
0.50
01/22/21 12:45
Chlorobenzene
ug/L
ND
0.50
01/22/21 12:45
Chloroethane
ug/L
ND
1.0
01/22/21 12:45
Chloroform
ug/L
ND
0.50
01/22/21 12:45
Chloromethane
ug/L
ND
1.0
01/22/21 12:45
cis-1,2-Dichloroethene
ug/L
ND
0.50
01/22/21 12:45
cis-1,3-Dichloropropene
ug/L
ND
0.50
01/22/21 12:45
Dibromochloromethane
ug/L
ND
0.50
01/22/21 12:45
Dibromomethane
ug/L
ND
0.50
01/22/21 12:45
Dichlorodifluoromethane
ug/L
ND
0.50
01/22/21 12:45
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 31

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: SIX O ONE
Pace Project No.: 92517825
METHOD BLANK: 3137732 Matrix: Water
Associated Lab Samples: 92517825001, 92517825002, 92517825003, 92517825004, 92517825005, 92517825006, 92517825007,
92517825008,92517825009
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Diisopropyl ether
ug/L
ND
0.50
01/22/21 12:45
Ethylbenzene
ug/L
ND
0.50
01/22/21 12:45
Hexachloro-1,3-butadiene
ug/L
ND
2.0
01/22/21 12:45
Isopropylbenzene (Cumene)
ug/L
ND
0.50
01/22/21 12:45
m&p-Xylene
ug/L
ND
1.0
01/22/21 12:45
Methyl-tert-butyl ether
ug/L
ND
0.50
01/22/21 12:45
Methylene Chloride
ug/L
ND
2.0
01/22/21 12:45
n-Butylbenzene
ug/L
ND
0.50
01/22/21 12:45
n-Propylbenzene
ug/L
ND
0.50
01/22/21 12:45
Naphthalene
ug/L
ND
2.0
01/22/21 12:45
o-Xylene
ug/L
ND
0.50
01/22/21 12:45
sec-Butylbenzene
ug/L
ND
0.50
01/22/21 12:45
Styrene
ug/L
ND
0.50
01/22/21 12:45
tert-Butyl benzene
ug/L
ND
0.50
01/22/21 12:45
Tetrachloroethene
ug/L
ND
0.50
01/22/21 12:45
Toluene
ug/L
ND
0.50
01/22/21 12:45
trans-1,2-Dichloroethene
ug/L
ND
0.50
01/22/21 12:45
trans- 1,3-Dichloropropene
ug/L
ND
0.50
01/22/21 12:45
Trichloroethene
ug/L
ND
0.50
01/22/21 12:45
Trichlorofluoromethane
ug/L
ND
1.0
01/22/21 12:45
Vinyl chloride
ug/L
ND
1.0
01/22/21 12:45
1,2-Dichloroethane-d4 (S)
%
100
70-130
01/22/21 12:45
4-Bromofluorobenzene (S)
%
94
70-130
01/22/21 12:45
Toluene-d8 (S)
%
97
70-130
01/22/21 12:45
LABORATORY CONTROL SAMPLE:
Parameter
3137733
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
57.4
115
60-140
1,1,1-Trichloroethane
ug/L
50
49.6
99
60-140
1,1,2,2-Tetrachloroethane
ug/L
50
54.1
108
60-140
1,1,2-Trichloroethane
ug/L
50
51.4
103
60-140
1,1-Dichloroethane
ug/L
50
47.2
94
60-140
1,1-Dichloroethene
ug/L
50
46.9
94
60-140
1,1-Dichloropropene
ug/L
50
47.4
95
60-140
1,2,3-Trichlorobenzene
ug/L
50
54.1
108
60-140
1,2,3-Trichloropropane
ug/L
50
52.9
106
60-140
1,2,4-Trichlorobenzene
ug/L
50
56.0
112
60-140
1,2,4-Trimethylbenzene
ug/L
50
53.8
108
60-140
1,2-Dibromo-3-chloropropane
ug/L
50
58.0
116
60-140
1,2-Dibromoethane (EDB)
ug/L
50
56.8
114
60-140
1,2-Dichlorobenzene
ug/L
50
56.7
113
60-140
1,2-Dichloroethane
ug/L
50
49.0
98
60-140
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 31

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: SIX O ONE
Pace Project No.: 92517825
LABORATORY CONTROL SAMPLE:
Parameter
3137733
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2-Dichloropropane
ug/L
50
49.4
99
60-140
1,3,5-Trimethylbenzene
ug/L
50
55.2
110
60-140
1,3-Dichlorobenzene
ug/L
50
56.4
113
60-140
1,3-Dichloropropane
ug/L
50
54.1
108
60-140
1,4-Dichlorobenzene
ug/L
50
55.5
111
60-140
2,2-Dichloropropane
ug/L
50
51.0
102
60-140
2-Chlorotoluene
ug/L
50
55.7
111
60-140
4-Chlorotoluene
ug/L
50
54.9
110
60-140
Benzene
ug/L
50
48.5
97
60-140
Bromobenzene
ug/L
50
55.1
110
60-140
Bromochloromethane
ug/L
50
48.1
96
60-140
Bromodichloromethane
ug/L
50
51.8
104
60-140
Bromoform
ug/L
50
61.6
123
60-140
Bromomethane
ug/L
50
40.0
80
60-140
Carbon tetrachloride
ug/L
50
51.2
102
60-140
Chlorobenzene
ug/L
50
54.8
110
60-140
Chloroethane
ug/L
50
38.9
78
60-140
Chloroform
ug/L
50
48.6
97
60-140
Chloromethane
ug/L
50
36.7
73
60-140
cis-1,2-Dichloroethene
ug/L
50
46.6
93
60-140
cis-1,3-Dichloropropene
ug/L
50
52.9
106
60-140
Dibromochloromethane
ug/L
50
58.7
117
60-140
Dibromomethane
ug/L
50
54.9
110
60-140
Dichlorodifluoromethane
ug/L
50
41.8
84
60-140
Diisopropyl ether
ug/L
50
45.9
92
60-140
Ethylbenzene
ug/L
50
54.7
109
60-140
Hexachloro-1,3-butadiene
ug/L
50
55.2
110
60-140
Isopropylbenzene (Cumene)
ug/L
50
55.1
110
60-140
m&p-Xylene
ug/L
100
107
107
60-140
Methyl-tert-butyl ether
ug/L
50
47.8
96
60-140
Methylene Chloride
ug/L
50
46.6
93
60-140
n-Butylbenzene
ug/L
50
56.9
114
60-140
n-Propylbenzene
ug/L
50
54.1
108
60-140
Naphthalene
ug/L
50
55.1
110
60-140
o-Xylene
ug/L
50
55.0
110
60-140
sec-Butylbenzene
ug/L
50
54.9
110
60-140
Styrene
ug/L
50
56.4
113
60-140
tert-Butyl benzene
ug/L
50
46.9
94
60-140
Tetrachloroethene
ug/L
50
56.0
112
60-140
Toluene
ug/L
50
49.9
100
60-140
trans-1,2-Dichloroethene
ug/L
50
47.4
95
60-140
trans- 1,3-Dichloropropene
ug/L
50
52.3
105
60-140
Trichloroethene
ug/L
50
52.9
106
60-140
Trichlorofluoromethane
ug/L
50
40.8
82
60-140
Vinyl chloride
ug/L
50
39.0
78
60-140
1,2-Dichloroethane-d4 (S)
%
96
70-130
4-Bromofluorobenzene (S)
%
101
70-130
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 31

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: SIX O ONE
Pace Project No.: 92517825
LABORATORY CONTROL SAMPLE: 3137733
Parameter
Toluene-d8 (S)
QUALITY CONTROL DATA
Spike
Units Conc.
MATRIX SPIKE & MATRIX SPIKE DUPLICATE
Parameter
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,1-Dichloropropene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2,4-Trimethylbenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane (EDB)
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chlorotoluene
4-Chlorotoluene
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
. 3137734
MS
92517195004 Spike
Units Result Conc.
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L 3170 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L 1220 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
ug/L ND 800
LCS LCS % Rec
Result % Rec Limits Qualifiers
95 70-130
MSD
Spike
Conc.
3137735
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
800
988
952
124
119
60-140
800
873
875
109
109
60-140
800
866
891
108
111
60-140
800
868
891
109
111
60-140
800
787
774
98
97
60-140
800
834
830
104
104
60-140
800
811
816
101
102
60-140
800
875
959
109
120
60-140
800
875
874
109
109
60-140
800
898
933
112
117
60-140
800
4170
4140
125
120
60-140
800
858
937
107
117
60-140
800
923
901
115
113
60-140
800
946
972
118
122
60-140
800
799
804
100
101
60-140
800
870
875
109
109
60-140
800
1790
1790
224
224
60-140
800
924
949
116
119
60-140
800
892
861
111
108
60-140
800
935
935
117
117
60-140
800
767
789
96
99
60-140
800
1090
1030
136
129
60-140
800
923
914
115
114
60-140
800
2050
2160
103
117
60-140
800
947
947
118
118
60-140
800
835
828
104
103
60-140
800
835
875
104
109
60-140
800
963
939
120
117
60-140
800
502
711
63
89
60-140
800
925
937
116
117
60-140
800
946
918
118
115
60-140
800
694
709
87
89
60-140
800
826
799
103
100
60-140
800
571
581
71
73
60-140
800
788
796
99
99
60-140
800
870
889
109
111
60-140
800
982
954
123
119
60-140
800
893
939
112
117
60-140
800
604
625
76
78
60-140
RPD Qual
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC.
4
0
3
3
2
1
1
9
0
4
1
9
2
3
1
1
0 M1
3
3
0
3
5
1
5
0
1
5
3
35 R1
1
3
2
3
2
1
2
3
5
3
Page 25 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: SIX O ONE
Pace Project No.: 92517825
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3137734
MS
92517195004 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
3137735
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
Diisopropyl ether
ug/L
ND
800
800
713
720
89
90
60-140
1
Ethylbenzene
ug/L
2550
800
800
3570
3520
126
121
60-140
1
Hexachloro-1,3-butadiene
ug/L
ND
800
800
933
980
117
122
60-140
5
Isopropylbenzene (Cumene)
ug/L
106
800
800
1080
1060
122
119
60-140
2
m&p-Xylene
ug/L
8450
1600
1600
10500
10300
126
118
60-140
1
Methyl-tert-butyl ether
ug/L
ND
800
800
752
777
92
96
60-140
3
Methylene Chloride
ug/L
ND
800
800
750
785
94
98
60-140
5
n-Butylbenzene
ug/L
ND
800
800
1020
1040
127
130
60-140
2
n-Propylbenzene
ug/L
ND
800
800
1260
1260
157
158
60-140
1 M1
Naphthalene
ug/L
917
800
800
1970
2020
131
137
60-140
3
o-Xylene
ug/L
1300
800
800
2310
2260
126
119
60-140
2
sec-Butylbenzene
ug/L
ND
800
800
986
975
123
122
60-140
1
Styrene
ug/L
57.8
800
800
1030
998
121
118
60-140
3
tert-Butyl benzene
ug/L
ND
800
800
817
814
102
102
60-140
0
Tetrachloroethene
ug/L
ND
800
800
965
956
121
120
60-140
1
Toluene
ug/L
1320
800
800
2100
2270
97
118
60-140
8
trans-1,2-Dichloroethene
ug/L
ND
800
800
801
799
100
100
60-140
0
trans- 1,3-Dichloropropene
ug/L
ND
800
800
854
861
107
108
60-140
1
Trichloroethene
ug/L
ND
800
800
881
947
110
118
60-140
7
Trichlorofluoromethane
ug/L
ND
800
800
807
797
101
100
60-140
1
Vinyl chloride
ug/L
ND
800
800
635
652
79
82
60-140
3
1,2-Dichloroethane-d4 (S)
%
100
98
70-130
4-Bromofluorobenzene (S)
%
100
97
70-130
Toluene-d8(S)
%
98
99
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC.
Page 26 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: SIX O ONE
Pace Project No.: 92517825
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
ANALYTE QUALIFIERS
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
R1 RPD value was outside control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 01 /25/2021 02:20 PM without the written consent of Pace Analytical Services, LLC. Page 27 of 31

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: SIX O ONE
Pace Project No.: 92517825
Lab ID Sample ID QC Batch Method QC Batch
92517825001
MW-7
SM
6200B
594724
92517825002
MW-2
SM
6200B
594724
92517825003
MW-6
SM
6200B
594724
92517825004
MW-1
SM
6200B
594724
92517825005
MW-5
SM
6200B
594724
92517825006
MW-8
SM
6200B
594724
92517825007
5677 CSR
SM
6200B
594724
92517825008
5726 OMC
SM
6200B
594724
92517825009
5600 CSR
SM
6200B
594724
Date: 01/25/2021 02:20 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical Method
Analytical
Batch
Page 28 of 31

Sample Condition Upon Receipt(SCUR) Page }. of 2
�i aceAnalytrcaI Document No-: Issuing Authority:
F-CAR-CS-033-Rev,07 Pace Carolinas Quality Office
Laboratory receiving Samples -
Asheville ❑ Eden❑ Greenwood ❑ Huntersville u Raleigh[] Mechanicsville❑ Atlanta❑ Kernersville❑
Sample Condition Client Name:
Courier: �F� �5 ❑iJSPS --
❑ Commercial ❑Pace ❑Other:
Custody Seal Present? ❑Yes !o Seals Intact? Dyes
Project If: WO# : 92517825
92517825
0ateflnIt! als Person Examining Conterits:.�? -
Packing Material: QS"uubble Wrap [` 3ubbie Bags ❑None ❑ Other Biological T1i sue Frozen?
Thermometer- �,� Dyes [�1Vo ❑N/A
Gun ID: giTQ6� LtiJ'wet' []Blue ❑None
Type of ice:
Correction Factor:
Cooler Temp: =-- Add/Subtract (°C) -0.I Temp should be above freezing to VC
[]samples out of temp criteria. Samples on ice, cooling process
Cooler Temp Corrected (*Cj: _ 7, (y hasbegun
USDA Regulated Soil ([2'N/A, water sample)
Did samples origin�te in a quarantine zone within the United States: CA, NY, or SC (cherk maps)? Did samples originate from a foreign source [internationally,
17-1v— Clwf includine Hawaii and Puerto Ricol? nYes
FINcr-
Comrnents/Dlscrepancy:
Chain of Custody Present?
es
[]No
❑N/A
I -
Samples Arrived erithin Bold Time?
2<7
❑No
❑N/A
2.
Short Hold Time Analysis (c72 he.)?
❑yes
06
❑N/A
3.
Rush Turn Around Time Requested?
es
❑No
❑N/A
4.
Sufficient Volume?
❑Yes
( io
❑NIA
5•
Correct Containers Used?
Ye
❑No
❑ N/A
6.
-Pace Containers Used?
❑No
❑N/A
Containers Intact?
��'--,,�d�es
`fires
[]No
(]NIA,
7.
Dissolved analysis: Samples Field Filtered?
❑yes
o
❑N/A
8.
Sample Labels Match COC?
[Dyes
❑No
❑N/A
4.
-Includes Date/Time/1D/Analysis Matrix:
4LC,
—
.-
Headspace in VOA Vials {>5-5mm)?
wel
❑No
❑NIA
10.
Trip Blank Present?
❑Yes
oo
El N/A
11.
Trip Blank Custody 5eals Present?
❑yes
U
❑N/A
COMMENTS/SAMPLE DISCREPANCY
Lot iu or split containers:
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review:
Project Manager SRF Review:
Date/Time:
Date:
Datet
Field Data Required? ❑Yes ❑No
Page 29 of 31

sample Condition Upon Receil
1 aceAnaVical Document No.:
F-CAR-CS-033-Rev.07
*Check mark top half of box if pH and/or dechiorina#ion is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/8015 (water) OOC, LLHg
**Bottom half of box is to list number of bottles
e2of2
issuing Authority.
Pace Carolinas Ruality Office
Project WO# ; 92517525
PM: TIH Due Date: 01/25/21
CLIENT: 92—Irminger
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Sample ID Type of preservative pH upon receipt Date preservation adjusted Time preservation Amount of Preservative Lot I
adjusted added
Note: whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Page 30 of 31

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Page 31 of 31

Beverly, Trudy
From: Steven Irminger <[e-mail]>
Sent: Sunday, January 31, 2021 6:57 PM
To: Beverly, Trudy
Subject: [External] 40338 Six O One Stop Monitoring Report
Attachments: 40338 Six O One Stop Monitoring Report 01312021.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hi Trudy,
Hope you had a great weekend. Attached is the Monitoring Report for the Highway Six-O-One Stop site in
Concord.
Steve Irminger
704-701-9099