RA-653_4072_CA_MRP_20230117

GROUNDWATER MONITORING REPORT

ICE CREAM SHOP (AMOCO FOOD SHOP)
126 NORTH MADISON BOULEVARD
ROXBORO, PERSON COUNTY, NORTH CAROLINA

PREPARED FOR:
MR. MICHAEL TOMPKINS
MIDWAY OIL & GAS COMPANY, INC.
PO BOX 100
MEBANE, NORTH CAROLINA 27302

PREPARED BY:
PILOT GEOLOGICAL, PLLC
PO BOX 128
KERNERSVILLE, NORTH CAROLINA 27285

JANUARY 17, 2023
PILOT PROJECT G-7250.3

SITE INFORMATION

Site Name and Location Ice Cream Shop (Amoco Food Shop)
126 North Madison Boulevard
Roxboro, North Carolina

Incident No. 4072

Facility ID: 00-0-0000018925

Latitude and Longitude: 36 23’ 35.73”N; 77 04’ 11.71”W

Land Use Category: Commercial
Contacts
Owner of UST: Midway Oil & Gas Company, Inc.
PO Box 100
Mebane, North Carolina 27302
[phone]

Primary Contact: Mr. Michael Tompkins
Midway Oil & Gas Company, Inc.
[phone]

Consultant: Pilot Geological, PLLC
PO Box 128
Kernersville, North Carolina 27285
[phone]

Laboratory: Pace Analytical
1377 South Park Drive
Kernersville, North Carolina 27284
[phone]
Laboratory I.D. # Various

Release Information: On January 18, 1989, Midway Oil and Gas Company, Inc. reported to NCDEQ
that water had accumulated in an underground storage tank (UST) at the site. In response to this
discovery, a preliminary assessment was initiated in May of 1989. Results of the assessment
indicated that a release had occurred.

Table of Contents
1.0 SITE HISTORY ................................................................................................................... 1
1.1 UST Information ......................................................................................................................................... 2
1.2 Adjacent Property Owner Information ....................................................................................................... 3
2.0 SITE GEOLOGY AND HYDROGEOLOGY ............................................................................... 3
3.0 FIELD ACTIVITIES .............................................................................................................. 3
3.1 Monitoring Well Sampling .......................................................................................................................... 4
3.2 Groundwater Modeling .............................................................................................................................. 4
3.3 Free Product Investigation and Recovery ................................................................................................... 4
4.0 LABORATORY ANALYTICAL RESULTS ................................................................................. 4
4.1 Groundwater Sample Analysis .................................................................................................................... 4
5.0 CONCLUSIONS ................................................................................................................. 5
6.0 RECOMMENDATIONS ....................................................................................................... 5
7.0 QUALIFICATIONS OF REPORT ........................................................................................... 5
8.0 STATEMENTS AND CERTIFICATIONS ................................................................................. 6

DRAWINGS

Drawing 1 USGS Topographic Map
Drawing 2 Site Map
Drawing 3 Former UST Location Map
Drawing 4 Sample Location Map
Drawing 5 Potentiometric Surface Map
Drawing 6 Adjacent Property Owner Map
Drawing 7 Benzene Isoconcentration Map
Drawing 8 Ethylbenzene Isoconcentration Map
Drawing 9 Naphthalene Isoconcentration Map
Drawing 10 n-Propylbenzene Isoconcentration Map
Drawing 11 Toluene Isoconcentration Map
Drawing 12 1,2,4-Trimethylbenzene Isoconcentration Map
Drawing 13 1,3,5-Trimethylbenzene Isoconcentration Map
Drawing 14 Total Xylenes Isoconcentration Map

TABLE OF CONTENTS
(continued)
TABLES

Table 1 UST Information
Table 2 Adjacent Property Owner Information
Table 3 Monitoring Well Construction Information
Table 4 Summary of Groundwater Analytical Results

APPENDICIES

Appendix A Monitoring Well Sampling Sheets
Appendix B Groundwater Elevation vs. Concentration vs. Time Graphs
Appendix C Laboratory Data Sheets and Chain of Custody Record

Groundwater Monitoring Report
Ice Cream Shop (Amoco Food Shop)
Pilot Project G-7520.3
January 17, 2023
1

1.0 SITE HISTORY

The site is the Ice Cream Shop (Amoco Food Shop) located at 126 Madison Boulevard in Roxboro,
North Carolina (Drawings 1 and 2). The site is a former convenience store and gasoline station
that stored petroleum products in underground storage tanks (USTs) for retail sale. The site is
currently developed with a commercial business.

On January 18, 1989, Midway Oil and Gas Company, Inc. reported to the Raleigh Regional Office
of the North Carolina Department Environmental Quality (NCDEQ) that water had accumulated
in an underground storage tank (UST) at the former Ice Cream Shop (Amoco Food Shop) in
Roxboro, North Carolina. In response to this discovery, a preliminary assessment was initiated in
May of 1989. Results of the assessment revealed the soil surrounding the UST system had been
adversely impacted. In March of 1990, four groundwater monitoring wells were installed at the
site to determine the extent of impacted groundwater. Analytical results revealed petroleum-
related compounds in excess of their respective 2L North Carolina Groundwater Quality
Standards (2L Standards).

A Comprehensive Site Assessment (CSA) was completed for the site by others in April 1991.
Additionally, a Hydrogeologic Contaminant Assessment and Remedial Investigation Report dated
June 18, 1991 was submitted by others identifying the areas of impact at the site. On March 18,
1992, a Corrective Action Plan (CAP) was submitted to the NCDEQ. On March 1, 1993 a CAP
Addendum was submitted, which discussed additional remedial alternatives. Following
acceptance of the CAP, a pump and treat and soil vapor extraction system was installed at the
site in the mid-1990s and was operated by SPATCO Environmental, Inc. Due to the location of
the site and lack of potential water-supply wells within 1,000 feet, the site was classified as having
an intermediate risk. Because of insufficient funding, the NCDEQ did not require the restart of
the remediation system.

Midway Oil and Gas Company, Inc. (Midway) contracted with Progress Environmental (Progress)
to remove five USTs from the site. Each of the USTs contained gasoline and were constructed of
steel. At the time of removal, Progress discovered one additional UST that had previously been
closed in place, and this tank was also removed from the site. Progress previously completed an
Initial Abatement Action Report, dated March 12, 2010 and a Phase I Limited Site Assessment,
dated February 15, 2011.

In response to the results of a soil sample collected as part of the Phase I Limited Site Assessment,
Progress advanced soil borings to collect soil samples in the vicinity of a fuel dispensing island
located on the western portion of the site. The soil samples were analyzed for volatile organic
compounds by EPA Method 8260/5035 and for volatile petroleum hydrocarbons (VPH) by the
Massachusetts Department of Environmental Protection (MADEP) Method. Laboratory analysis
of soil samples detected naphthalene (1.72 mg/Kg) at a concentration that exceeds it Soil-to-
Groundwater Maximum Soil Contaminant Concentration Levels (MSCCs). No other compounds
were detected at concentrations that exceed the laboratory detection limit or the Soil-to-
Groundwater MSCCs as part of the assessment.
Groundwater Monitoring Report
Ice Cream Shop (Amoco Food Shop)
Pilot Project G-7520.3
January 17, 2023
2

Progress completed a groundwater sampling event from select monitoring wells (MW-3, MW-
30, MW-31, EBVEW-3 and MW-32) on March 11, 2021. Laboratory analysis of the groundwater
samples collected from monitoring well EB-VEW-3 and newly installed monitoring well MW-32
did not detect targeted compounds in excess of the laboratory detection limits. Laboratory
analysis of a groundwater sample collected from monitoring well MW-3, MW-30 and MW-31
detected targeted compounds above their respective 2L Standards, but below their applicable
Gross Contaminant Levels (GCLs).

Pilot completed a Groundwater Monitoring Report, dated December 7, 2021. On October 21,
2021, Pilot collected groundwater samples from existing monitoring wells MW-3, MW-30, MW-
31 and MW-32. Laboratory analysis of the groundwater samples collected from monitoring wells
MW-3, MW-30 and MW-31 detected targeted compounds above their respective 2L Standards,
but below their respective GCLs. Monitoring well EB-VEW-3 was not sampled as the well could
not be located. Laboratory analysis of the groundwater sample collected from monitoring well
MW-32 did not detect targeted compounds above the laboratory detection limits.

Pilot completed a Groundwater Monitoring Report, dated June 17, 2022. On May 26, 2022, Pilot
collected groundwater samples from existing monitoring wells MW-3, MW-30, and MW-31 and
MW-32. Laboratory analysis of the groundwater samples collected from monitoring wells MW-
3, MW-30 and MW-31 detected targeted compounds above their respective 2L Standards, but
below their respective GCLs. Monitoring well EB-VEW-3 was not sampled as the well could not
be located. Laboratory analysis of the groundwater sample collected from monitoring well MW-
32 did not detect targeted compounds above the laboratory detection limits.

Pilot completed a Groundwater Monitoring Report, dated October 10, 2022. On September 28,
2022, Pilot collected groundwater samples from existing monitoring wells MW-3, MW-30 and
MW-31. Laboratory analysis of the groundwater samples collected from monitoring wells MW-
3, MW-30 and MW-31 detected targeted compounds above their respective 2L Standards, but
below their respective GCLs.

Based on the results, the NCDEQ required that additional groundwater monitoring events be
completed. Project information is based on conversations between NCDEQ personnel, Midway
personnel and Pilot and the previously completed activities.

1.1 UST Information

In January of 2010, Progress excavated and removed six USTs from the site. The USTs were
nested in two separate basins, a western and eastern. The USTs in the eastern basin consisted
of one 6,000-gallon gasoline, one 3,000-gallon gasoline, and one 2,000-gallon gasoline. The USTs
in the western basin consisted of three 3,000-gallon gasoline. One of the three 3,000-gallon
gasoline USTs had previously been abandoned in-place by others. The former locations of the
USTs are shown on Drawing 3. UST information is summarized in Table 1.

The Initial Abatement, Site Check and Characterization Report (Applied Environmental Services,
Groundwater Monitoring Report
Ice Cream Shop (Amoco Food Shop)
Pilot Project G-7520.3
January 17, 2023
3

Inc., March 28, 1991) depicts two additional abandoned in-place USTs on Drawing 2 of the March
1991 report. One of the USTs was shown on the west side of the site building, while the second
UST is shown east side of the site building. Pilot does not have information pertaining to if these
USTs remain at the site.

1.2 Adjacent Property Owner Information

The adjacent property owners are provided in Table 2 and on Drawing 6.

2.0 SITE GEOLOGY AND HYDROGEOLOGY

The USGS Topographic Map, Roxboro, North Carolina Quadrangle depicts a structure on the
northern portion of the site. Elevations on the site range from approximately 700 feet above
mean sea level (msl) on the northwestern portion of the site to approximately 710 feet above
msl on the southern portion of the site. An intermittent tributary of the Tanyard Branch is
depicted approximately 620 feet north of the site.

The subject site is located within the Piedmont Physiographic Province. The Piedmont
Physiographic Province generally consists of hills and ridges which are dissected by a system of
swales and stream. The Piedmont Physiographic Province is predominantly underlain by
metamorphic rock (formed by heat, pressure and/or chemical action) and igneous rock (formed
directly from molten material). The topography and relief of the Piedmont Province has
developed from differential weathering of the igneous and metamorphic rock. Ridges and hills
have been developed in areas of less weathered rock. Because of the continued chemical and
physical weathering, rock in the Piedmont Physiographic Province is generally covered with a
mantle of soil that has weathered in place from the parent bedrock. These soils vary in thickness
and are referred to as residuum or residual soils. The residuum is typically finer grained and has
higher clay content near the surface because of the advanced weathering. Similarly, the soils
typically become coarser grained with increasing depth because of decreased weathering. As the
weathering decreases, the residual soils generally retain the overall appearance, texture and
foliations of the parent rock.

In general, groundwater movement in the Piedmont Physiographic Province is from higher to
lower elevations. As such, the presumed direction of groundwater flow is generally to the north-
northeast across the site. Based on the presumed groundwater flow direction, areas to the south
are potentially up-gradient of the site.

3.0 FIELD ACTIVITIES

The field activities were completed or observed by Pilot on January 9, 2023. The field activities
consisted of collecting groundwater samples from existing monitoring wells MW-3, MW-30 and
MW-31 (Drawing 4).

Groundwater Monitoring Report
Ice Cream Shop (Amoco Food Shop)
Pilot Project G-7520.3
January 17, 2023
4

3.1 Monitoring Well Sampling

A groundwater sample was collected from monitoring wells MW-3, MW-30 and MW-31 using a
disposable bailer and new length of nylon string. Prior to sampling, approximately three well
volumes were purged from the monitoring wells. The monitoring wells were purged to remove
silt and sediment from the groundwater and collect a representative sample of groundwater.
After the purging was completed, groundwater samples were collected in the sample containers
provided by the laboratory. Pilot personnel wore a new pair of disposable nitrile gloves during
purging and sampling. Each container was labeled and placed in a cooler containing ice to
maintain the samples at approximately 4 Celsius. The samples were then transported to Pace
Analytical (Pace) for chemical analysis. The groundwater samples collected were analyzed for
volatile organic compounds (VOCs) using Standard Method 6200B. A chain of custody record was
maintained and is included in Appendix C. Isoconcentration maps for the compounds that exceed
their respective 2L Standard are included as Drawings 7 through 14, respectively. Copies of the
Monitoring Well Sampling Sheets are included in Appendix A.

The depth to the groundwater surface in monitoring wells MW-3, MW-30 and MW-31 was
measured using a decontaminated water level indicator. The top of casing elevation for each
well was previously surveyed relative to an arbitrary benchmark (MW-30) with an assumed
elevation of 100 feet above mean sea level (msl). The previously documented monitoring well
elevations were utilized to prepare a potentiometric surface map (Drawing 5). The relative
groundwater elevations collected from each monitoring well on January 9, 2023 are provided in
Table 3. Based on data collected during the assessment activities, the groundwater flow direction
appears to be generally toward the northeast beneath the site.

3.2 Groundwater Modeling

Groundwater modeling was not completed based on a surface water featuring not being
identified within 500 feet of the source area of the release.

3.3 Free Product Investigation and Recovery

Free product has not been detected during the assessment and remediation activities.

4.0 LABORATORY ANALYTICAL RESULTS

4.1 Groundwater Sample Analysis

Laboratory analysis of the groundwater samples collected from monitoring wells MW-3, MW-30
and MW-31 detected targeted compounds above their respective 2L Standards, but below their
respective GCLs. A summary of the groundwater analytical results is presented in Table 4. The
laboratory data sheets are included in the Appendix C. Historical groundwater elevations
compared with historical targeted compound concentrations are presented as graphs in
Appendix B.
Groundwater Monitoring Report
Ice Cream Shop (Amoco Food Shop)
Pilot Project G-7520.3
January 17, 2023
5

5.0 CONCLUSIONS

Based on the results of this monitoring event, Pilot concludes the following:

 Laboratory analysis of the groundwater samples collected from monitoring wells MW-3, MW-
30 and MW-31 detected targeted compounds above their respective 2L Standards, but below
their respective GCLs.

 The groundwater flow was calculated to be to be generally to the northeast.

 Based on review of previous reports, water-supply wells were not identified within 1,000 feet
of the site, and the site was classified as having an intermediate risk.

 The majority of the plume of impacted groundwater appears to be confined to the site. The
detected concentrations of targeted compounds continue to exhibit a decreasing trend. It is
expected that the detected concentrations will continue to degrade and decrease since the
primary source and the accessible secondary source of contamination have been removed.

 Based on the findings it is Pilot’s opinion that the site should be reclassified as a low-risk site
and closed with a Notice of Residual Petroleum (NORP).

6.0 RECOMMENDATIONS

Pilot recommends that the current property owner/responsible party submit a copy of this
Groundwater Monitoring Report to the NCDEQ, UST Section for their review. Please note, that
prior to a property transaction occurring a NORP is required to be filed.

7.0 QUALIFICATIONS OF REPORT

The activities and evaluative approaches used in this assessment are consistent with those
normally employed in assessment projects of this type. Our evaluation of site conditions has
been based on our understanding of the site project information and the data obtained during
our field activities.

Groundwater Monitoring Report
Ice Cream Shop (Amoco Food Shop)
Pilot Project G-7520.3
January 17, 2023
6

8.0 STATEMENTS AND CERTIFICATIONS

1 Enter the date the monitoring report was due. Not Established Will this report be
submitted after the established due date?
YES NO
2 Was any required information from the above template missing from this report? YES NO

3 If applicable, will any of the proposed attenuation milestones under the schedule approved in
the Corrective Action Plan not be met? (within a reasonable margin of error)
YES NO
N/A
4 Does any known or suspected source zone soil contamination or free product remain outside
of the assessed area that could be inhibiting natural attenuation?
YES NO
5 Has there been an unexpected increase in contaminant mass sufficient to suggest a potential
new release from a separate onsite or offsite source?
YES NO

6 Certification:
I, Jason T. Ricks, a Licensed Geologist for Pilot Geological, PLLC, do certify that the
information contained in this report is correct and accurate to the best of my knowledge.

Pilot Geological, PLLC is licensed to practice geology in North Carolina. The certification
number of the company is C-542.

DRAWINGS
SITE
USGS Topographic Map
Ice Cream Shop
126 South Madison Boulevard
Roxboro, Person County, NC
Pilot Project G-7250.3
Drawing 1
USGS Topographic Map
Roxboro, NC Quadrangle
Scale: 1” = 2,000’
LEGEND
Site Boundary
Site Map
Ice Cream Shop
126 South Madison Boulevard
Roxboro, Person County, NC
Pilot Project G-7250.3
Drawing 2
Google Earth
Interactive Mapping Software
Scale : 1”= 35’
LEGEND
Site BoundaryU. Former UST Systems
U
U
Former UST Location Map
Ice Cream Shop
126 South Madison Boulevard
Roxboro, Person County, NC
Pilot Project G-7250.3
Drawing 3
Google Earth
Interactive Mapping Software
Scale : 1”= 10’
LEGEND
Site BoundaryFormer USTs
Possible
Former UST
Possible
Former UST
Adjacent Property Owner Map
Ice Cream Shop
126 South Madison Boulevard
Roxboro, Person County, NC
Pilot Project G-7250.3
Drawing 6
Google Earth
Interactive Mapping Software
Scale : 1”= 75’
LEGEND
Site Boundary
Parcel Boundary Line
Adjacent Property ID (see Table 2)
1 2
3
4
5
6
7
8
9
1

TABLES
UST ID NumberOwner Last ContentsPrevious ContentsCapacity (in Gallons)Construction DetailsTank DimensionsInstallation DateStatus Release1Gasoline Gasoline 3,000 Steel 64" x 216" UnknownRemoved 2010Unknown2Gasoline Gasoline 3,000 Steel 64" x 216" UnknownRemoved 2010Unknown3Gasoline Gasoline 3,000 Steel 64" x 216" 1976Removed 2010Unknown4Gasoline Gasoline 3,000 Steel 64" x 216" 1976Removed 2010Unknown5Gasoline Gasoline 2,000 Steel 64" x 144" 1976Removed 2010Unknown6Gasoline Gasoline 6,000 Steel 96" x 192" 1976Removed 2010UnknownMidway Oil and Gas Company, Inc. PO Box 100 Mebane, North Carolina 27302Table 1 - UST InformationIce Cream Shop (Amoco Food Shop)Roxboro, North CarolinaNote: Two additional USTs (not listed above) are shown on Drawing 2 of the Initial Abatement, Site Check and Characterization Report (Applied Environmental Services, Inc., March 28, 1991). One of the USTs may be located on the east side of the site building, while the second may be located on the west side of the building. No information was
Property Number Owner Information Property Address
Southeast Food Systems, Inc.
PO Box 90547
Raleigh, NC 27675
Southeast Food Systems, Inc.
PO Box 90547
Raleigh, NC 27675
Arthur Robert Oakley
126 West Gordon Street
Roxboro, NC 27573
Oakley's Machine Shop
126 West Gordon Street
Roxboro, NC 27573
Chalie L. Oakley
126 West Gordon Street
Roxboro, NC 27573
Oakley's Machine Shop
126 West Gordon Street
Roxboro, NC 27573
SJB Properties, LLC
65 Carr Road
Newton Grove, NC 28366
Azusa Church of Our Lord Trustees
PO Box 943
Roxboro, NC 27573
F. Jack McKee
PO Box 1196
Roxboro, NC 27573
See Drawing 6
2 104 South Madison Boulevard
Table 2 - Adjacent Property Owner Information
Ice Cream Shop (Amoco Food Shop)
Roxboro, North Carolina
1 Court Street
3 126 Gordon Street
4 206 South Madison Street
5 135 Gordon Street
9 121 South Madison Boulevard
6 206 South Madison Boulevard
7 201 South Madison Boulevard
8 Gordon Street
Monitoring Well IDDate InstalledElevation (TOC) (feet)Static Water Level (feet) 1/9/23Groundwater Elevation (feet)Total Depth (feet)Screened Interval Sand Interval Bentonite Interval MW-3 Unknown 100.38 3.40 96.98 8 3 - 8 Unknown UnknownMW-30 11/19/2011 100.00 3.79 96.21 13 3 - 13 Unknown UnknownMW-31 11/19/2011 102.00 4.53 97.47 13 3 - 13 Unknown UnknownMW-32 3/11/2021 100.79 NS -- 14 4 - 14 Unknown UnknownEB-VEW-3 *Unknown 103.49 -- -- 28 18 - 28 Unknown Unknown-- = Not AvailableEB-VEW-3 * = Well could not be located on 10/21/21.Table 3 - Monitoring Well Construction InformationIce Cream Shop (Amoco Food Shop)Roxboro, North CarolinaMW-30 was utilized as an arbitrary benchmark by previous consultantTOC = Top of Well Casing
504.1 3030.CSample IDApproximate Water Level (ft. BGS)Groundwater Elevation (ft.)Sample Collection DateBenzeneN-ButylbenzeneEthylbenzene1,2-Dibromoethane (EDB)I-Propylbenzene (Isopropylbenzene)Methylene ChlorideMethyl tert-butyl etherNaphthalenen-Propylbenzenep-IsopropyltolueneStyreneToluene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal XylenesEthylene Dibromide (EDB)LeadC5-C8 AliphaticsC9-C12 AliphaticsC9-C10 Aromatics-- -- 2/10/2010350.0BQL5,070BQL BQL BQL BQL550.0BQL BQL BQL1,080 3,470 1,110 9,860BQL92.4BQL43.4 10.4-- -- 11/19/2010310.0BQL470.0BQL BQL BQL BQL485.0 95J 55JBQL1,770 2,700 935.0 7,980BQL NA8.2 47.6 15.2-- -- 3/26/2018 BQL5.0 19.3BQL3.4BQL BQL20.4 13.1BQL BQL11.6 142.0 59.1 150.0NA NA NA NA NA3.39 96.99 3/11/20211.5ND3.8ND2.8ND ND32.8ND ND ND2.0 49.9ND27.0NA NA NA NA NA6.90 93.48 10/21/202120.1ND26.8ND5.5 4.5 2.0 73.7 8.6ND ND35.7 183.0 36.3 200.7NA NA NA NA NA4.19 96.19 5/26/20228.1ND7.6ND1.9ND ND15.0 2.6ND ND5.6 39.3 9.0 51.0NA NA NA NA NA4.16 96.22 9/28/20226.7ND27.3ND3.4ND ND39.4 7.3ND ND11.3 102 19.8 105.4NA NA NA NA NA3.40 96.981/9/20234.1ND28.0ND2.9ND ND21.3 5.7ND ND4.3 81.1 14.7 56.9NA NA NA NA NA-- -- 11/19/20107,140BQL2,690BQL122JBQL BQL798.0 425.0 57.5JBQL27,300 2,990 825.0 13,200 63.6 15.0 78.5 55.2 10.9-- -- 3/26/20186,970BQL4,260BQL BQL BQL BQL2,620 1,040BQL BQL24,400 8,160 2,330 20,700NA NA NA NA NA4.86 95.14 3/11/20214,080ND2,490ND101ND ND821.0ND ND94.9 18,800 2,350ND12,791NA NA NA NA NA7.35 92.65 10/21/20214,350ND2,940ND145ND ND1,200 461ND106 21,000 3,430 899 14,770NA NA NA NA NA4.41 95.59 5/26/20223,400ND2410.0ND104.0ND ND724.0 287.0ND88.7 16,800 2,300 588 11,870NA NA NA NA NA4.72 95.28 9/28/20223,860ND2,290ND101ND ND1,040 305ND89.9 16,600 2,320 594 11,290NA NA NA NA NA3.79 96.211/9/20231,960ND2,300ND103ND ND866ND ND91.1 12,100 2,290ND11,420NA NA NA NA NA-- -- 11/19/20104,490BQL6,420BQL207.0BQL BQL986.0 652.0 95.0BQL38,900 10,300 1,120 30,300 37.1 1,240 120 68.6 14.0-- -- 3/26/20182,870BQL6,000BQL BQL BQL BQL1,880 1,360BQL BQL42,600 9,040 2,680 26,900NA NA NA NA NA4.45 97.55 3/11/2021893ND1,980ND ND ND ND475ND ND ND23,800 1,570ND9,060NA NA NA NA NA7.93 94.07 10/21/2021909ND2,600ND ND ND ND666 230.0ND ND34,300 1,710 423 11,360NA NA NA NA NA4.86 97.14 5/26/2022861ND2,390ND ND ND ND591 219ND ND31,900 1,540 401 10,810NA NA NA NA NA5.02 96.98 9/28/2022711ND2,710ND ND ND ND844 272ND ND32,800 1,990 514 12,190NA NA NA NA NA4.53 97.471/9/2023520ND2,210ND ND ND ND613ND ND ND24,600 1,550ND10,420NA NA NA NA NA5.92 94.87 3/11/2021 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA NA8.02 92.77 10/21/2021 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA NA5.79 95.00 5/26/2022 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA NA-- -- 3/26/2018 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL NA NA NA NA NA5.59 97.90 3/11/2021 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NA NA NA NA NA-- -- 10/21/2021 NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF1 70 600 0.02 70 5 20 6 70 25 70 600 400 400 500 0.02 15 400 700 2005,000 5,900 80,000 50 30,500 5,000 20,000 6,000 26,100 11,700 70,000 260,000 28,500 24,100 50,000 50 15,000 NE NE NE= Concentration Exceeds the 2L Standard= Concentration Exceeds the GCLsResults in parts per billion (ppb)BGS = Below Ground SurfaceNA = Not AnalyzedNE = Not EstablshedND = Not DetectedJ = Estimated Value-- = Not AvailableBQL = Below Qantitation LimitNF = Not FoundNC 2L Standard (ppb)GCLs (ppb)StandardsEB-VEW-3MW-32Table 4 - Summary of Groundwater Analytical ResultsIce Cream Shop (Amoco Food Shop)Roxboro, North CarolinaTargeted CompoundsVPH 6200BMW-31MW-30MW-3

APPENDIX A

APPENDIX B
0.01000.02000.03000.04000.05000.06000.07000.08000.09000.010000.09393.59494.59595.59696.59797.5982/10/2010 11/19/2010 3/26/2018 3/11/2021 10/21/2021 5/26/2022 9/28/2022 1/9/2023Concentration (ug/L)Groundwater Elevation (Feet)DateMW-3Groundwater Elevation vs. Concentration vs. TimeGroundwater ElevationBenzeneEthylbenzeneNaphthaleneToluene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal Xylenes
05,00010,00015,00020,00025,0009292.59393.59494.59595.59696.511/19/2010 3/26/2018 3/11/2021 10/21/2021 5/26/2022 9/28/2022 1/9/2023Concentration (ug/L)Groundwater Elevation (Feet)DateMW-30Groundwater Elevation vs. Concentration vs. TimeGroundwater ElevationBenzeneEthylbenzeneNaphthaleneToluene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal Xylenes
05,00010,00015,00020,00025,00030,00035,00040,00045,00093.59494.59595.59696.59797.59811/19/2010 3/26/2018 3/11/2021 10/21/2021 5/26/2022 9/28/2022 1/9/2023Concentration (ug/L)Groundwater Elevation (Feet)DateMW-31 Groundwater Elevation vs. Concentration vs. TimeGroundwater ElevationBenzeneEthylbenzeneNaphthaleneToluene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneTotal Xylenes

APPENDIX C
#=CL#
January 16, 2023
LIMS USE: FR - JASON RICKS
LIMS OBJECT ID: 92645707
92645707
Project:
Pace Project No.:
RE:
Jason Ricks
Pilot Geological
P.O. Box 128
Kernersville, NC 27285
Ice Cream Shop G-7250.3
Dear Jason Ricks:
Enclosed are the analytical results for sample(s) received by the laboratory on January 09, 2023. The results relate only to
the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Stephanie Knott
[e-mail]
Project Manager
704-977-0981
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 1 of 19
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 2 of 19
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Lab ID Sample ID Matrix Date Collected Date Received
92645707001 MW-3 Water 01/09/23 11:30 01/09/23 13:50
92645707002 MW-30 Water 01/09/23 11:00 01/09/23 13:50
92645707003 MW-31 Water 01/09/23 12:00 01/09/23 13:50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 3 of 19
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92645707001 MW-3 SM 6200B 64 PASI-CLMB
92645707002 MW-30 SM 6200B 64 PASI-CLMB
92645707003 MW-31 SM 6200B 64 PASI-CLMB
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 4 of 19
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Sample:MW-3 Lab ID:92645707001 Collected:01/09/23 11:30 Received:01/09/23 13:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 4.1 ug/L 01/13/23 13:57 71-43-20.50 1
Bromobenzene ND ug/L 01/13/23 13:57 108-86-10.50 1
Bromochloromethane ND ug/L 01/13/23 13:57 74-97-50.50 1
Bromodichloromethane ND ug/L 01/13/23 13:57 75-27-40.50 1
Bromoform ND ug/L 01/13/23 13:57 75-25-20.50 1
Bromomethane ND ug/L 01/13/23 13:57 74-83-95.0 1
n-Butylbenzene ND ug/L 01/13/23 13:57 104-51-80.50 1
sec-Butylbenzene ND ug/L 01/13/23 13:57 135-98-80.50 1
tert-Butylbenzene ND ug/L 01/13/23 13:57 98-06-60.50 1
Carbon tetrachloride ND ug/L 01/13/23 13:57 56-23-50.50 1
Chlorobenzene ND ug/L 01/13/23 13:57 108-90-70.50 1
Chloroethane ND ug/L 01/13/23 13:57 75-00-31.0 1
Chloroform ND ug/L 01/13/23 13:57 67-66-30.50 1
Chloromethane ND ug/L 01/13/23 13:57 74-87-31.0 1
2-Chlorotoluene ND ug/L 01/13/23 13:57 95-49-80.50 1
4-Chlorotoluene ND ug/L 01/13/23 13:57 106-43-40.50 1
1,2-Dibromo-3-chloropropane ND ug/L 01/13/23 13:57 96-12-81.0 1
Dibromochloromethane ND ug/L 01/13/23 13:57 124-48-10.50 1
1,2-Dibromoethane (EDB)ND ug/L 01/13/23 13:57 106-93-40.50 1
Dibromomethane ND ug/L 01/13/23 13:57 74-95-30.50 1
1,2-Dichlorobenzene ND ug/L 01/13/23 13:57 95-50-10.50 1
1,3-Dichlorobenzene ND ug/L 01/13/23 13:57 541-73-10.50 1
1,4-Dichlorobenzene ND ug/L 01/13/23 13:57 106-46-70.50 1
Dichlorodifluoromethane ND ug/L 01/13/23 13:57 75-71-80.50 1
1,1-Dichloroethane ND ug/L 01/13/23 13:57 75-34-30.50 1
1,2-Dichloroethane ND ug/L 01/13/23 13:57 107-06-20.50 1
1,1-Dichloroethene ND ug/L 01/13/23 13:57 75-35-40.50 1
cis-1,2-Dichloroethene ND ug/L 01/13/23 13:57 156-59-20.50 1
trans-1,2-Dichloroethene ND ug/L 01/13/23 13:57 156-60-50.50 1
1,2-Dichloropropane ND ug/L 01/13/23 13:57 78-87-50.50 1
1,3-Dichloropropane ND ug/L 01/13/23 13:57 142-28-90.50 1
2,2-Dichloropropane ND ug/L 01/13/23 13:57 594-20-70.50 1
1,1-Dichloropropene ND ug/L 01/13/23 13:57 563-58-60.50 1
cis-1,3-Dichloropropene ND ug/L 01/13/23 13:57 10061-01-50.50 1
trans-1,3-Dichloropropene ND ug/L 01/13/23 13:57 10061-02-60.50 1
Diisopropyl ether ND ug/L 01/13/23 13:57 108-20-30.50 1
Ethanol ND ug/L 01/13/23 13:57 64-17-52001
Ethylbenzene 28.0 ug/L 01/13/23 13:57 100-41-40.50 1
Hexachloro-1,3-butadiene ND ug/L 01/13/23 13:57 87-68-32.0 1
Isopropylbenzene (Cumene)2.9 ug/L 01/13/23 13:57 98-82-80.50 1
Methylene Chloride ND ug/L 01/13/23 13:57 75-09-22.0 1
Methyl-tert-butyl ether ND ug/L 01/13/23 13:57 1634-04-40.50 1
Naphthalene 21.3 ug/L 01/13/23 13:57 91-20-32.0 1
n-Propylbenzene 5.7 ug/L 01/13/23 13:57 103-65-10.50 1
Styrene ND ug/L 01/13/23 13:57 100-42-50.50 1
1,1,1,2-Tetrachloroethane ND ug/L 01/13/23 13:57 630-20-60.50 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 5 of 19
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Sample:MW-3 Lab ID:92645707001 Collected:01/09/23 11:30 Received:01/09/23 13:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane ND ug/L 01/13/23 13:57 79-34-50.50 1
Tetrachloroethene ND ug/L 01/13/23 13:57 127-18-40.50 1
Toluene 4.3 ug/L 01/13/23 13:57 108-88-30.50 1
1,2,3-Trichlorobenzene ND ug/L 01/13/23 13:57 87-61-62.0 1
1,2,4-Trichlorobenzene ND ug/L 01/13/23 13:57 120-82-12.0 1
1,1,1-Trichloroethane ND ug/L 01/13/23 13:57 71-55-60.50 1
1,1,2-Trichloroethane ND ug/L 01/13/23 13:57 79-00-50.50 1
Trichloroethene ND ug/L 01/13/23 13:57 79-01-60.50 1
Trichlorofluoromethane ND ug/L 01/13/23 13:57 75-69-41.0 1
1,2,3-Trichloropropane ND ug/L 01/13/23 13:57 96-18-40.50 1
1,2,4-Trimethylbenzene 81.1 ug/L 01/13/23 13:57 95-63-60.50 1
1,3,5-Trimethylbenzene 14.7 ug/L 01/13/23 13:57 108-67-80.50 1
Vinyl chloride ND ug/L 01/13/23 13:57 75-01-41.0 1
m&p-Xylene 34.0 ug/L 01/13/23 13:57 179601-23-11.0 1
o-Xylene 22.9 ug/L 01/13/23 13:57 95-47-60.50 1
Surrogates
1,2-Dichloroethane-d4 (S)81 %01/13/23 13:57 17060-07-070-130 1
4-Bromofluorobenzene (S)100 %01/13/23 13:57 460-00-470-130 1
Toluene-d8 (S)108 %01/13/23 13:57 2037-26-570-130 1
Sample:MW-30 Lab ID:92645707002 Collected:01/09/23 11:00 Received:01/09/23 13:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 1960 ug/L 01/13/23 17:12 71-43-2 M162.5 125
Bromobenzene ND ug/L 01/13/23 17:12 108-86-1 M162.5 125
Bromochloromethane ND ug/L 01/13/23 17:12 74-97-5 M162.5 125
Bromodichloromethane ND ug/L 01/13/23 17:12 75-27-4 M162.5 125
Bromoform ND ug/L 01/13/23 17:12 75-25-2 M162.5 125
Bromomethane ND ug/L 01/13/23 17:12 74-83-9 M1625125
n-Butylbenzene ND ug/L 01/13/23 17:12 104-51-8 M162.5 125
sec-Butylbenzene ND ug/L 01/13/23 17:12 135-98-8 M162.5 125
tert-Butylbenzene ND ug/L 01/13/23 17:12 98-06-6 M162.5 125
Carbon tetrachloride ND ug/L 01/13/23 17:12 56-23-5 M162.5 125
Chlorobenzene ND ug/L 01/13/23 17:12 108-90-7 M162.5 125
Chloroethane ND ug/L 01/13/23 17:12 75-00-3 M1125125
Chloroform ND ug/L 01/13/23 17:12 67-66-3 M162.5 125
Chloromethane ND ug/L 01/13/23 17:12 74-87-3 M1125125
2-Chlorotoluene ND ug/L 01/13/23 17:12 95-49-8 M162.5 125
4-Chlorotoluene ND ug/L 01/13/23 17:12 106-43-4 M162.5 125
1,2-Dibromo-3-chloropropane ND ug/L 01/13/23 17:12 96-12-8 M1125125
Dibromochloromethane ND ug/L 01/13/23 17:12 124-48-1 M162.5 125
1,2-Dibromoethane (EDB)ND ug/L 01/13/23 17:12 106-93-4 M162.5 125
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 6 of 19
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Sample:MW-30 Lab ID:92645707002 Collected:01/09/23 11:00 Received:01/09/23 13:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Dibromomethane ND ug/L 01/13/23 17:12 74-95-3 M162.5 125
1,2-Dichlorobenzene ND ug/L 01/13/23 17:12 95-50-1 M162.5 125
1,3-Dichlorobenzene ND ug/L 01/13/23 17:12 541-73-1 M162.5 125
1,4-Dichlorobenzene ND ug/L 01/13/23 17:12 106-46-7 M162.5 125
Dichlorodifluoromethane ND ug/L 01/13/23 17:12 75-71-8 M162.5 125
1,1-Dichloroethane ND ug/L 01/13/23 17:12 75-34-3 M162.5 125
1,2-Dichloroethane ND ug/L 01/13/23 17:12 107-06-2 M162.5 125
1,1-Dichloroethene ND ug/L 01/13/23 17:12 75-35-4 M162.5 125
cis-1,2-Dichloroethene ND ug/L 01/13/23 17:12 156-59-2 M162.5 125
trans-1,2-Dichloroethene ND ug/L 01/13/23 17:12 156-60-5 M162.5 125
1,2-Dichloropropane ND ug/L 01/13/23 17:12 78-87-5 M162.5 125
1,3-Dichloropropane ND ug/L 01/13/23 17:12 142-28-9 M162.5 125
2,2-Dichloropropane ND ug/L 01/13/23 17:12 594-20-7 M162.5 125
1,1-Dichloropropene ND ug/L 01/13/23 17:12 563-58-6 M162.5 125
cis-1,3-Dichloropropene ND ug/L 01/13/23 17:12 10061-01-5 M162.5 125
trans-1,3-Dichloropropene ND ug/L 01/13/23 17:12 10061-02-6 M162.5 125
Diisopropyl ether ND ug/L 01/13/23 17:12 108-20-3 M162.5 125
Ethanol ND ug/L 01/13/23 17:12 64-17-5 M125000125
Ethylbenzene 2300 ug/L 01/13/23 17:12 100-41-4 M162.5 125
Hexachloro-1,3-butadiene ND ug/L 01/13/23 17:12 87-68-3 M1250125
Isopropylbenzene (Cumene)103 ug/L 01/13/23 17:12 98-82-8 M162.5 125
Methylene Chloride ND ug/L 01/13/23 17:12 75-09-2 M1250125
Methyl-tert-butyl ether ND ug/L 01/13/23 17:12 1634-04-4 M162.5 125
Naphthalene 866 ug/L 01/13/23 17:12 91-20-3 M1250125
n-Propylbenzene ND ug/L 01/13/23 17:12 103-65-1 M162.5 125
Styrene 91.1 ug/L 01/13/23 17:12 100-42-5 M162.5 125
1,1,1,2-Tetrachloroethane ND ug/L 01/13/23 17:12 630-20-6 M162.5 125
1,1,2,2-Tetrachloroethane ND ug/L 01/13/23 17:12 79-34-5 M162.5 125
Tetrachloroethene ND ug/L 01/13/23 17:12 127-18-4 M162.5 125
Toluene 12100 ug/L 01/13/23 17:12 108-88-3 M162.5 125
1,2,3-Trichlorobenzene ND ug/L 01/13/23 17:12 87-61-6 M1250125
1,2,4-Trichlorobenzene ND ug/L 01/13/23 17:12 120-82-1 M1250125
1,1,1-Trichloroethane ND ug/L 01/13/23 17:12 71-55-6 M162.5 125
1,1,2-Trichloroethane ND ug/L 01/13/23 17:12 79-00-5 M162.5 125
Trichloroethene ND ug/L 01/13/23 17:12 79-01-6 M162.5 125
Trichlorofluoromethane ND ug/L 01/13/23 17:12 75-69-4 M1125125
1,2,3-Trichloropropane ND ug/L 01/13/23 17:12 96-18-4 M162.5 125
1,2,4-Trimethylbenzene 2290 ug/L 01/13/23 17:12 95-63-6 M162.5 125
1,3,5-Trimethylbenzene ND ug/L 01/13/23 17:12 108-67-8 M162.5 125
Vinyl chloride ND ug/L 01/13/23 17:12 75-01-4 M1125125
m&p-Xylene 7610 ug/L 01/13/23 17:12 179601-23-1 M1125125
o-Xylene 3810 ug/L 01/13/23 17:12 95-47-6 M162.5 125
Surrogates
1,2-Dichloroethane-d4 (S)71 %01/13/23 17:12 17060-07-070-130 125
4-Bromofluorobenzene (S)99 %01/13/23 17:12 460-00-470-130 125
Toluene-d8 (S)91 %01/13/23 17:12 2037-26-570-130 125
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 7 of 19
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Sample:MW-31 Lab ID:92645707003 Collected:01/09/23 12:00 Received:01/09/23 13:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 520 ug/L 01/13/23 17:29 71-43-2100200
Bromobenzene ND ug/L 01/13/23 17:29 108-86-1100200
Bromochloromethane ND ug/L 01/13/23 17:29 74-97-5100200
Bromodichloromethane ND ug/L 01/13/23 17:29 75-27-4100200
Bromoform ND ug/L 01/13/23 17:29 75-25-2100200
Bromomethane ND ug/L 01/13/23 17:29 74-83-91000200
n-Butylbenzene ND ug/L 01/13/23 17:29 104-51-8100200
sec-Butylbenzene ND ug/L 01/13/23 17:29 135-98-8100200
tert-Butylbenzene ND ug/L 01/13/23 17:29 98-06-6100200
Carbon tetrachloride ND ug/L 01/13/23 17:29 56-23-5100200
Chlorobenzene ND ug/L 01/13/23 17:29 108-90-7100200
Chloroethane ND ug/L 01/13/23 17:29 75-00-3200200
Chloroform ND ug/L 01/13/23 17:29 67-66-3100200
Chloromethane ND ug/L 01/13/23 17:29 74-87-3200200
2-Chlorotoluene ND ug/L 01/13/23 17:29 95-49-8100200
4-Chlorotoluene ND ug/L 01/13/23 17:29 106-43-4100200
1,2-Dibromo-3-chloropropane ND ug/L 01/13/23 17:29 96-12-8200200
Dibromochloromethane ND ug/L 01/13/23 17:29 124-48-1100200
1,2-Dibromoethane (EDB)ND ug/L 01/13/23 17:29 106-93-4100200
Dibromomethane ND ug/L 01/13/23 17:29 74-95-3100200
1,2-Dichlorobenzene ND ug/L 01/13/23 17:29 95-50-1100200
1,3-Dichlorobenzene ND ug/L 01/13/23 17:29 541-73-1100200
1,4-Dichlorobenzene ND ug/L 01/13/23 17:29 106-46-7100200
Dichlorodifluoromethane ND ug/L 01/13/23 17:29 75-71-8100200
1,1-Dichloroethane ND ug/L 01/13/23 17:29 75-34-3100200
1,2-Dichloroethane ND ug/L 01/13/23 17:29 107-06-2100200
1,1-Dichloroethene ND ug/L 01/13/23 17:29 75-35-4100200
cis-1,2-Dichloroethene ND ug/L 01/13/23 17:29 156-59-2100200
trans-1,2-Dichloroethene ND ug/L 01/13/23 17:29 156-60-5100200
1,2-Dichloropropane ND ug/L 01/13/23 17:29 78-87-5100200
1,3-Dichloropropane ND ug/L 01/13/23 17:29 142-28-9100200
2,2-Dichloropropane ND ug/L 01/13/23 17:29 594-20-7100200
1,1-Dichloropropene ND ug/L 01/13/23 17:29 563-58-6100200
cis-1,3-Dichloropropene ND ug/L 01/13/23 17:29 10061-01-5100200
trans-1,3-Dichloropropene ND ug/L 01/13/23 17:29 10061-02-6100200
Diisopropyl ether ND ug/L 01/13/23 17:29 108-20-3100200
Ethanol ND ug/L 01/13/23 17:29 64-17-540000200
Ethylbenzene 2210 ug/L 01/13/23 17:29 100-41-4100200
Hexachloro-1,3-butadiene ND ug/L 01/13/23 17:29 87-68-3400200
Isopropylbenzene (Cumene)ND ug/L 01/13/23 17:29 98-82-8100200
Methylene Chloride ND ug/L 01/13/23 17:29 75-09-2400200
Methyl-tert-butyl ether ND ug/L 01/13/23 17:29 1634-04-4100200
Naphthalene 613 ug/L 01/13/23 17:29 91-20-3400200
n-Propylbenzene ND ug/L 01/13/23 17:29 103-65-1100200
Styrene ND ug/L 01/13/23 17:29 100-42-5100200
1,1,1,2-Tetrachloroethane ND ug/L 01/13/23 17:29 630-20-6100200
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 8 of 19
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Sample:MW-31 Lab ID:92645707003 Collected:01/09/23 12:00 Received:01/09/23 13:50 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane ND ug/L 01/13/23 17:29 79-34-5100200
Tetrachloroethene ND ug/L 01/13/23 17:29 127-18-4100200
Toluene 24600 ug/L 01/13/23 17:29 108-88-3100200
1,2,3-Trichlorobenzene ND ug/L 01/13/23 17:29 87-61-6400200
1,2,4-Trichlorobenzene ND ug/L 01/13/23 17:29 120-82-1400200
1,1,1-Trichloroethane ND ug/L 01/13/23 17:29 71-55-6100200
1,1,2-Trichloroethane ND ug/L 01/13/23 17:29 79-00-5100200
Trichloroethene ND ug/L 01/13/23 17:29 79-01-6100200
Trichlorofluoromethane ND ug/L 01/13/23 17:29 75-69-4200200
1,2,3-Trichloropropane ND ug/L 01/13/23 17:29 96-18-4100200
1,2,4-Trimethylbenzene 1550 ug/L 01/13/23 17:29 95-63-6100200
1,3,5-Trimethylbenzene ND ug/L 01/13/23 17:29 108-67-8100200
Vinyl chloride ND ug/L 01/13/23 17:29 75-01-4200200
m&p-Xylene 6550 ug/L 01/13/23 17:29 179601-23-1200200
o-Xylene 3870 ug/L 01/13/23 17:29 95-47-6100200
Surrogates
1,2-Dichloroethane-d4 (S)79 %01/13/23 17:29 17060-07-070-130 200
4-Bromofluorobenzene (S)105 %01/13/23 17:29 460-00-470-130 200
Toluene-d8 (S)84 %01/13/23 17:29 2037-26-570-130 200
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 9 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
748723
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92645707001, 92645707002, 92645707003
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3892276
Associated Lab Samples:92645707001, 92645707002, 92645707003
Matrix:Water
Analyzed
1,1,1,2-Tetrachloroethane ug/L ND 0.50 01/13/23 13:22
1,1,1-Trichloroethane ug/L ND 0.50 01/13/23 13:22
1,1,2,2-Tetrachloroethane ug/L ND 0.50 01/13/23 13:22
1,1,2-Trichloroethane ug/L ND 0.50 01/13/23 13:22
1,1-Dichloroethane ug/L ND 0.50 01/13/23 13:22
1,1-Dichloroethene ug/L ND 0.50 01/13/23 13:22
1,1-Dichloropropene ug/L ND 0.50 01/13/23 13:22
1,2,3-Trichlorobenzene ug/L ND 2.0 01/13/23 13:22
1,2,3-Trichloropropane ug/L ND 0.50 01/13/23 13:22
1,2,4-Trichlorobenzene ug/L ND 2.0 01/13/23 13:22
1,2,4-Trimethylbenzene ug/L ND 0.50 01/13/23 13:22
1,2-Dibromo-3-chloropropane ug/L ND 1.0 01/13/23 13:22
1,2-Dibromoethane (EDB)ug/L ND 0.50 01/13/23 13:22
1,2-Dichlorobenzene ug/L ND 0.50 01/13/23 13:22
1,2-Dichloroethane ug/L ND 0.50 01/13/23 13:22
1,2-Dichloropropane ug/L ND 0.50 01/13/23 13:22
1,3,5-Trimethylbenzene ug/L ND 0.50 01/13/23 13:22
1,3-Dichlorobenzene ug/L ND 0.50 01/13/23 13:22
1,3-Dichloropropane ug/L ND 0.50 01/13/23 13:22
1,4-Dichlorobenzene ug/L ND 0.50 01/13/23 13:22
2,2-Dichloropropane ug/L ND 0.50 01/13/23 13:22
2-Chlorotoluene ug/L ND 0.50 01/13/23 13:22
4-Chlorotoluene ug/L ND 0.50 01/13/23 13:22
Benzene ug/L ND 0.50 01/13/23 13:22
Bromobenzene ug/L ND 0.50 01/13/23 13:22
Bromochloromethane ug/L ND 0.50 01/13/23 13:22
Bromodichloromethane ug/L ND 0.50 01/13/23 13:22
Bromoform ug/L ND 0.50 01/13/23 13:22
Bromomethane ug/L ND 5.0 01/13/23 13:22
Carbon tetrachloride ug/L ND 0.50 01/13/23 13:22
Chlorobenzene ug/L ND 0.50 01/13/23 13:22
Chloroethane ug/L ND 1.0 01/13/23 13:22
Chloroform ug/L ND 0.50 01/13/23 13:22
Chloromethane ug/L ND 1.0 01/13/23 13:22
cis-1,2-Dichloroethene ug/L ND 0.50 01/13/23 13:22
cis-1,3-Dichloropropene ug/L ND 0.50 01/13/23 13:22
Dibromochloromethane ug/L ND 0.50 01/13/23 13:22
Dibromomethane ug/L ND 0.50 01/13/23 13:22
Dichlorodifluoromethane ug/L ND 0.50 01/13/23 13:22
Diisopropyl ether ug/L ND 0.50 01/13/23 13:22
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
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Kernersville, NC 27284
[phone]
Page 10 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3892276
Associated Lab Samples:92645707001, 92645707002, 92645707003
Matrix:Water
Analyzed
Ethanol ug/L ND 200 01/13/23 13:22
Ethylbenzene ug/L ND 0.50 01/13/23 13:22
Hexachloro-1,3-butadiene ug/L ND 2.0 01/13/23 13:22
Isopropylbenzene (Cumene)ug/L ND 0.50 01/13/23 13:22
m&p-Xylene ug/L ND 1.0 01/13/23 13:22
Methyl-tert-butyl ether ug/L ND 0.50 01/13/23 13:22
Methylene Chloride ug/L ND 2.0 01/13/23 13:22
n-Butylbenzene ug/L ND 0.50 01/13/23 13:22
n-Propylbenzene ug/L ND 0.50 01/13/23 13:22
Naphthalene ug/L ND 2.0 01/13/23 13:22
o-Xylene ug/L ND 0.50 01/13/23 13:22
sec-Butylbenzene ug/L ND 0.50 01/13/23 13:22
Styrene ug/L ND 0.50 01/13/23 13:22
tert-Butylbenzene ug/L ND 0.50 01/13/23 13:22
Tetrachloroethene ug/L ND 0.50 01/13/23 13:22
Toluene ug/L ND 0.50 01/13/23 13:22
trans-1,2-Dichloroethene ug/L ND 0.50 01/13/23 13:22
trans-1,3-Dichloropropene ug/L ND 0.50 01/13/23 13:22
Trichloroethene ug/L ND 0.50 01/13/23 13:22
Trichlorofluoromethane ug/L ND 1.0 01/13/23 13:22
Vinyl chloride ug/L ND 1.0 01/13/23 13:22
1,2-Dichloroethane-d4 (S)%95 70-130 01/13/23 13:22
4-Bromofluorobenzene (S)%100 70-130 01/13/23 13:22
Toluene-d8 (S)%96 70-130 01/13/23 13:22
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3892277LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 20.920 104 60-140
1,1,1-Trichloroethane ug/L 19.720 98 60-140
1,1,2,2-Tetrachloroethane ug/L 19.420 97 60-140
1,1,2-Trichloroethane ug/L 20.620 103 60-140
1,1-Dichloroethane ug/L 18.020 90 60-140
1,1-Dichloroethene ug/L 18.920 95 60-140
1,1-Dichloropropene ug/L 20.520 102 60-140
1,2,3-Trichlorobenzene ug/L 21.020 105 60-140
1,2,3-Trichloropropane ug/L 18.620 93 60-140
1,2,4-Trichlorobenzene ug/L 21.020 105 60-140
1,2,4-Trimethylbenzene ug/L 19.420 97 60-140
1,2-Dibromo-3-chloropropane ug/L 18.920 94 60-140
1,2-Dibromoethane (EDB)ug/L 20.120 100 60-140
1,2-Dichlorobenzene ug/L 20.120 101 60-140
1,2-Dichloroethane ug/L 18.120 91 60-140
1,2-Dichloropropane ug/L 16.720 83 60-140
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
Pace Analytical Services, LLC
1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 11 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3892277LABORATORY CONTROL SAMPLE:
LCSSpike
1,3,5-Trimethylbenzene ug/L 20.220 101 60-140
1,3-Dichlorobenzene ug/L 19.920 99 60-140
1,3-Dichloropropane ug/L 19.320 96 60-140
1,4-Dichlorobenzene ug/L 19.320 97 60-140
2,2-Dichloropropane ug/L 19.120 96 60-140
2-Chlorotoluene ug/L 19.320 97 60-140
4-Chlorotoluene ug/L 19.120 96 60-140
Benzene ug/L 19.420 97 60-140
Bromobenzene ug/L 19.020 95 60-140
Bromochloromethane ug/L 19.220 96 60-140
Bromodichloromethane ug/L 16.820 84 60-140
Bromoform ug/L 20.720 104 60-140
Bromomethane ug/L 12.920 65 60-140
Carbon tetrachloride ug/L 21.320 107 60-140
Chlorobenzene ug/L 19.620 98 60-140
Chloroethane ug/L 18.320 91 60-140
Chloroform ug/L 18.320 91 60-140
Chloromethane ug/L 20.220 101 60-140
cis-1,2-Dichloroethene ug/L 17.920 90 60-140
cis-1,3-Dichloropropene ug/L 21.120 105 60-140
Dibromochloromethane ug/L 20.520 103 60-140
Dibromomethane ug/L 21.020 105 60-140
Dichlorodifluoromethane ug/L 19.620 98 60-140
Diisopropyl ether ug/L 17.420 87 60-140
Ethanol ug/L 651800 81 60-140
Ethylbenzene ug/L 19.520 98 60-140
Hexachloro-1,3-butadiene ug/L 19.820 99 60-140
Isopropylbenzene (Cumene)ug/L 19.320 96 60-140
m&p-Xylene ug/L 38.840 97 60-140
Methyl-tert-butyl ether ug/L 17.620 88 60-140
Methylene Chloride ug/L 20.220 101 60-140
n-Butylbenzene ug/L 21.020 105 60-140
n-Propylbenzene ug/L 19.620 98 60-140
Naphthalene ug/L 20.820 104 60-140
o-Xylene ug/L 19.620 98 60-140
sec-Butylbenzene ug/L 20.520 103 60-140
Styrene ug/L 19.920 100 60-140
tert-Butylbenzene ug/L 16.820 84 60-140
Tetrachloroethene ug/L 20.520 102 60-140
Toluene ug/L 19.320 96 60-140
trans-1,2-Dichloroethene ug/L 19.420 97 60-140
trans-1,3-Dichloropropene ug/L 21.120 105 60-140
Trichloroethene ug/L 20.820 104 60-140
Trichlorofluoromethane ug/L 16.420 82 60-140
Vinyl chloride ug/L 19.520 97 60-140
1,2-Dichloroethane-d4 (S)%95 70-130
4-Bromofluorobenzene (S)%98 70-130
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
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1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 12 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3892277LABORATORY CONTROL SAMPLE:
LCSSpike
Toluene-d8 (S)%102 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3892278MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92645707002
3892279
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L M12500260-1403 302500ND59.4J 63.7
1,1,1-Trichloroethane ug/L M12500160-1401 302500NDNDND
1,1,2,2-Tetrachloroethane ug/L M12500160-1401 302500NDNDND
1,1,2-Trichloroethane ug/L M12500060-1400 302500NDNDND
1,1-Dichloroethane ug/L M12500160-1401 302500NDNDND
1,1-Dichloroethene ug/L M12500160-1401 302500NDNDND
1,1-Dichloropropene ug/L M12500260-1402 302500ND55.7J 56.3J
1,2,3-Trichlorobenzene ug/L M12500260-1401 302500NDNDND
1,2,3-Trichloropropane ug/L M12500060-1400 302500NDNDND
1,2,4-Trichlorobenzene ug/L M12500260-1401 302500NDNDND
1,2,4-Trimethylbenzene ug/L M125002160-14016 4 302500229028102700
1,2-Dibromo-3-
chloropropane ug/L M12500160-1401 302500NDNDND
1,2-Dibromoethane (EDB)ug/L M12500160-1401 302500NDNDND
1,2-Dichlorobenzene ug/L M12500160-1401 302500NDNDND
1,2-Dichloroethane ug/L M12500160-1401 302500NDNDND
1,2-Dichloropropane ug/L M12500160-1400 302500NDNDND
1,3,5-Trimethylbenzene ug/L M125003060-14030 1 302500ND744740
1,3-Dichlorobenzene ug/L M12500160-1401 302500NDNDND
1,3-Dichloropropane ug/L M12500160-1401 302500NDNDND
1,4-Dichlorobenzene ug/L M12500160-1401 302500NDNDND
2,2-Dichloropropane ug/L M12500060-1400 302500NDNDND
2-Chlorotoluene ug/L M125001560-14014 8 302500ND379351
4-Chlorotoluene ug/L M12500160-1401 302500NDNDND
Benzene ug/L M125002960-14033 4 302500196026802790
Bromobenzene ug/L M12500160-1401 302500NDNDND
Bromochloromethane ug/L M12500060-1400 302500NDNDND
Bromodichloromethane ug/L M12500160-1401 302500NDNDND
Bromoform ug/L M12500160-1400 302500NDNDND
Bromomethane ug/L M12500260-1402 302500NDNDND
Carbon tetrachloride ug/L M12500060-1401 302500NDNDND
Chlorobenzene ug/L M12500160-1401 302500NDNDND
Chloroethane ug/L M12500160-1402 302500NDNDND
Chloroform ug/L M12500260-1401 302500NDNDND
Chloromethane ug/L M12500760-1408 13 302500ND173196
cis-1,2-Dichloroethene ug/L M12500160-1401 302500NDNDND
cis-1,3-Dichloropropene ug/L M12500160-1401 302500NDNDND
Dibromochloromethane ug/L M12500160-1401 302500NDNDND
Dibromomethane ug/L M12500060-1400 302500NDNDND
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
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1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 13 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3892278MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92645707002
3892279
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Dichlorodifluoromethane ug/L M12500160-1401 302500NDNDND
Diisopropyl ether ug/L M12500160-1401 302500NDNDND
Ethanol ug/L M1100000160-1400 30100000NDNDND
Ethylbenzene ug/L M125001160-14012 1 302500230025802590
Hexachloro-1,3-butadiene ug/L M12500260-1400 302500NDNDND
Isopropylbenzene
(Cumene)ug/L M12500260-1402 2 302500103145142
m&p-Xylene ug/L M150002660-14026 0 305000761088808910
Methyl-tert-butyl ether ug/L M12500260-1402 302500NDNDND
Methylene Chloride ug/L M12500060-1400 302500NDNDND
n-Butylbenzene ug/L M12500360-1403 8 302500ND80.1 74.2
n-Propylbenzene ug/L M125001560-14015 0 302500ND367368
Naphthalene ug/L M12500660-1407 2 30250086610201050
o-Xylene ug/L M125002360-14018 3 302500381043804250
sec-Butylbenzene ug/L M12500260-1401 302500NDNDND
Styrene ug/L M12500160-1401 9 30250091.1 123 112
tert-Butylbenzene ug/L M12500160-1401 302500NDNDND
Tetrachloroethene ug/L M12500060-1401 302500NDNDND
Toluene ug/L M1250016560-140185 3 302500121001630016700
trans-1,2-Dichloroethene ug/L M12500160-1401 302500NDNDND
trans-1,3-Dichloropropene ug/L M12500160-1401 302500NDNDND
Trichloroethene ug/L M12500060-1401 302500NDNDND
Trichlorofluoromethane ug/L M12500160-1401 302500NDNDND
Vinyl chloride ug/L M12500160-1401 302500NDNDND
1,2-Dichloroethane-d4 (S)%100 70-130107
4-Bromofluorobenzene (S)%100 70-13098
Toluene-d8 (S)%105 70-130102
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
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1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 14 of 19
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
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1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 15 of 19
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92645707
Ice Cream Shop G-7250.3
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92645707001 748723MW-3 SM 6200B
92645707002 748723MW-30 SM 6200B
92645707003 748723MW-31 SM 6200B
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/16/2023 05:03 PM
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1377 South Park Drive
Kernersville, NC 27284
[phone]
Page 16 of 19
Page 17 of 19
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Page 19 of 19