WS-9716_44919_CA_MRP_20230227

Groundwater Monitoring Report

Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, North Carolina 27295
NCDEQ Incident #44919
ATC Project # SLC4491902

Submittal Date:

February 27, 2023

Prepared for:

North Carolina Department of Environmental Quality
Division of Waste Management – Underground Storage Tank Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Prepared By:
ATC Associates of North Carolina, P.C.
7606 Whitehall Executive Center Drive, Suite 800
Charlotte, North Carolina 28273
p: [phone] / f: [phone]

7606 Whitehall Executive Center Drive
Suite 800
Charlotte, NC 28273
Tel: [phone]
Fax: [phone]
www.atcgroupservices.com
N.C. Engineering License No. C-1598

February 27, 2023

Mr. Scott Ryals, P.E.
North Carolina Department of Environmental Quality
Division of Waste Management - Underground Storage Tank Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Re: Groundwater Monitoring Report
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, North Carolina 27295
NCDEQ Incident #44919
ATC Project #SLC4491902
Task Authorization: TA-02

Dear Mr. Ryals:

ATC Associates of North Carolina, P.C., under contract to the North Carolina Department
of Environmental Quality, submits the enclosed Groundwater Monitoring Report for
Crossroads Center-C. The report presents investigative procedures, field activities, and
laboratory analytical results for the January 9, 2023, monitoring well installation and the
January 13, 2023, groundwater monitoring event conducted at the site. If you have any
questions or require additional information, please contact our office at [phone].

Sincerely,

ATC Associates of North Carolina, P.C.

Kyle Harris Al Quarles, P.G.
Staff Scientist Senior Project Manager

Groundwater Monitoring Report February 27, 2023
Crossroads Center-C, Lexington, NC (Incident No 44919) ATC Project # SLC4491902

TABLE OF CONTENTS

1.0 SITE IDENTIFICATION .......................................................................... 1
2.0 EXECUTIVE SUMMARY ........................................................................ 2
3.0 SITE DESCRIPTION .............................................................................. 3
3.1 Site Characterization.................................................................... 3
3.2 Site Background .......................................................................... 3
3.3 Site and Regional Geology .......................................................... 4
3.4 Site and Regional Hydrogeology ................................................. 5
4.0 GROUNDWATER CHARACTERIZATION............................................. 5
4.1 Access Agreements and Well Permits ......................................... 5
4.2 Monitoring Well Installation .......................................................... 6
4.3 Groundwater Levels ..................................................................... 6
4.4 Groundwater Quality .................................................................... 7
5.0 CONCLUSIONS AND RECOMMENDATIONS ...................................... 8

FIGURES

Figure 1 Site Vicinity Map
Figure 2 Site Map
Figure 3 Receptor Survey Map
Figure 4 Groundwater Elevation Map
Figure 5 Groundwater Analytical Map

TABLES

Table 1 Well Construction and Groundwater Elevation Data
Table 2 Field Parameters
Table 3 Recent Groundwater Analytical Results
Table 4 Historical Groundwater Analytical Results
Table 5 Conceptual Site Model

APPENDICES

Appendix A Access Agreements, Well Permit Applications, and Well Permits
Appendix B Well Construction Records and Soil Boring Logs
Appendix C Field Notes and Photographs
Appendix D Laboratory Report

GroundwaterMonitoringReportCrossroadsCenter-C,Lexington,NC(IncidentNo44919)February27,2023ATCProject#SLC44919021.0SITEIDENTIFICATION1.SiteIdentificationDateofReport:February27,2023FacilityI.D.:00-0-0000029082USTIncidentNumber(ifknown):44919SiteRisk:IntermediateSiteRank:135DLandUseCategory:CommercialSiteName:CrossroadsCenter-CSiteStreetAddress:134ArnoldRoadCity/Town:LexingtonDescriptionofGeographicalDataPoint:Centerofon-sitecanopyLocationMethod:GoogleEarthLatitude(decimaldegrees):35.867193°Longitude(decimaldegrees):-80.250738°ZipCode:27295County:Davidson2.InformationaboutContactsAssociatedwiththeLeakingUSTSystemUSTOwner:24/7/365,IncAddress:1545LewisvilleClemmonsRoadUSTOperator:24/7/365,IncAddress:1545LewisvilleClemmonsRoadPropertyOwner:24/7/365,Inc,Address:1545LewisvilleClemmonsRoad,Clemmons,NC27012PropertyOccupant:VacantAddress:NotAvailableConsultant/Contractor:ATCAssociatesofNorthCarolina,P.C.Address:7606WhitehallExecCtrDr,Ste800,Charlotte,NC28273Tel.:[phone]AnalyticalLaboratory:PaceAnalyticalServices,LLCAddress:9800KincevAve.,Suite100,Huntersville,NC28078Tel:[phone]Tel.:[phone]Tel.:[phone]Tel.:[phone]Tel:NotAvailableStateCertificationNo.123.InformationaboutReleaseDateDiscovered:09/21/2017EstimatedQuantityofRelease:UnknownCauseofRelease:UnknownSourceofRelease(Dispenser/Piping/UST):GasolineandDieselUSTsSizesandcontentsofUSTsystem(s)fromwhichthereleaseoccurred:One3,000-qallondiesel,two6,000-qallongasolineUSTs,andone5,000-qallongasolineUST.CriteriaUsedtoClassifyRisk:GroundwatercontaminantshavebeenfoundaboveGCLs4.InformationabouttheMonitoringReportDate(s)ofMonitoringWellInstallation:January9,2023Date(s)ofGroundwaterMonitoringEvents(s):January13,20235.CertificationI,AlQuarles,aLicensedGeologistforATCAssociatesofNorthCarolina,P.C.,docertifythattheinformationcontainedinthisreportiscorrectandaccuratetothebestofmyknowledge.ATCAssociatesofNorthCarolina,P.C.islicensedtopracticeengineeringandgeologyinNorthCarolina.ThecertificationnumberofthecompanyorcorporationisC-1598forengineeringandC-274forgeology.1
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2.0 EXECUTIVE SUMMARY
ATC Associates of North Carolina, P.C. (ATC) has completed a Groundwater Monitoring Report
(GMR), documenting the monitoring well installation on January 9, 2023, and the groundwater
monitoring event on January 13, 2023, at the Crossroads Center-C site. The report has been
completed based on a September 12, 2022, Task Authorization (TA-02) by the Trust Fund
Branch of the UST Section, Division of Waste Management, North Carolina Department of
Environmental Quality (NCDEQ). The work was performed as part of the State Lead Contract
#N122019A between the NCDEQ and ATC.

In accordance with TA-02, two monitoring wells were installed (MW-12 and MW-13) after obtaining
access agreements with the two property owners and well permits from the NCDEQ. A
groundwater monitoring event was conducted at the site by ATC with the sampling of monitoring
wells MW-1, MW-3, MW-10, MW-12, and MW-13. Groundwater samples were analyzed for volatile
organic compounds (VOCs). Concentrations were compared to the Gross Contamination Levels
(GCLs) and the North Carolina 15A NCAC 2L .0202 groundwater quality standards (2L Standards).
The purpose of the new wells MW-12 and MW-13 was to evaluate the extent of the GCL
exceedance to the west and south of monitoring wells MW-3. The findings from the recent and
historical activities indicate the following:

 There are no water supply wells within 1,000 feet of the source area or surface water
bodies within 500 feet of the source area;
 Municipal water is provided to the area;
 Light non-aqueous phase liquid (LNAPL) was not detected in the monitoring wells;
 Benzene (6,590 micrograms per liter or µg/L) was detected in well MW-10 above the
GCL of 5,000 µg/L;
 VOCs exceeded the 2L Standards in MW-1, MW-3, MW-10, MW-12, and MW-13; and
 The monitoring wells are 1-inch diameter wells, excluding MW-10, MW-12, and MW-13
that are 2-inch diameter wells; and
 The depth to groundwater ranged from 6.69 feet below top of casing (ft-toc) in MW-13 to
10.59 ft-toc in MW-2, and groundwater flow is indicated to be to the south-southwest.

Benzene in wells MW-3 and MW-10 and naphthalene in well MW-10 exceeded the GCLs in
October 2021. Benzene in well MW-10 was the only VOC exceeding the GCL in January 2023,
and the concentration increased by approximately 11% since October 2021. Benzene in MW-3
decreased by approximately 50% since October 2021. Naphthalene in MW-10 also decreased by
approximately 95%, however, the concentration was similar to that reported in February of 2018
and in April and June of 2019. Excluding the benzene in MW-10, concentrations of VOCs
decreased in wells MW-1, MW-3, and MW-10. The extent of the GCLs is defined with the
additional wells MW-12 and MW-13. The January 2023 VOC concentrations in the downgradient
well MW-13 were approximately 3% or less of those in MW-3, excluding tert-amyl alcohol that was
approximately 11%.

The January 13, 2023 groundwater levels were approximately 3.3 feet higher than the October
8, 2021 groundwater levels, with groundwater levels above the screen in wells MW-1, MW-3,
and MW-4. Historically, concentrations of benzene in well MW-10 have increased with rising
groundwater levels and decrease with falling groundwater levels, suggesting a possible zone of
contaminated soil near the seasonal high groundwater levels. Note that the recent increase in
benzene concentration in MW-10 appears to be less than prior increases suggesting natural
degradation is occurring.
Groundwater Monitoring Report February 27, 2023
Crossroads Center-C, Lexington, NC (Incident No 44919) ATC Project # SLC4491902

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Based on the findings, ATC recommends the following:

 Conduct a combined Mobile Multi-Phase Extraction (MMPE) and Ozone Injection (OI)
event, using wells MW-1, MW-3, and MW-10 as extraction wells and VEW-1 as the
injection well. This would require an NOI to be submitted to the NCDEQ, Division of Water
Resources (DWR), Underground Injection Control (UIC) Program for the injection event;
and,
 Conduct groundwater sampling following the MMPE/OI event to evaluate possible
reduction in VOC concentrations.

3.0 SITE DESCRIPTION
3.1 Site Characterization
ATC, under contract to the NCDEQ, provided environmental consulting services at the Crossroads
Center-C site, which is located at 134 Arnold Road, in Lexington, Davidson County, North Carolina.
Figure 1 depicts the site on a topographic map. The site is currently a vacant building at the
northwest intersection of Arnold Road and Old U.S. Highway 52. A railroad line is located along the
eastern site boundary (Figure 2). The topography slopes to the southwest, with elevations of
approximately 824 feet in the northeast area of the site to approximately 820 feet in the
southwestern area of the site. A generally north-south trending topographic ridge is located east of
the railroad line.

No water supply wells have been identified within 1,000 feet of the source area. The nearest
surface water body is approximately 650 feet to the southwest (Figure 3), according to the
Davidson County GIS website.

3.2 Site Background
The site’s UST system formerly consisted of five tanks, two 6,000-gallon gasoline tanks, one
5,000-gallon gasoline tank, one 3,000-gallon diesel tank, and one 2,000-gallon kerosene tank. The
tanks were reportedly in use through 2012. In April 1994, a 2,000-gallon kerosene UST and
associated piping for the UST were removed by Geo-Environmental Consultants with no evidence
of release at the time. NCDEQ issued a closure letter for the tank in July 1995.

A Phase II Environmental Site Assessment dated July 2002 performed by Environmental
Consulting Services, LTD (ECS) documented a petroleum release at the site based on
contamination present in both the soils and groundwater (Incident #24552). The source of the
release was suspected to be from the two 6,000-gallon gasoline USTs. Assessment activities
included: the installation of well MW-1 in July 2002 and wells MW-2 through MW-4 and VEW-1 in
August 2002; and soil sampling collected during well installation. Soil contamination was found to
be above soil-to-groundwater MSCCs and groundwater contaminants above NCDEQ 2L
Standards. The incident (#24552) was closed in September 2002 with a Notice of Residual
Petroleum (NORP) with a groundwater restriction for water supply wells and a soil restriction for
soil excavation, but no residential land use restriction. At the time the NORP was issued a site
check of the UST system had not been completed.

Between May 2003 and December 2021, LR&S Inc. operated the UST system, until the UST
permit to operate expired on December 31, 2012. LR&S Inc. was dissolved by the Secretary of
State on September 28, 2015.

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The current owner purchased the property on January 11, 2017.

In September 2017 Progress Environmental Group, Inc. (Progress) removed the remaining four
USTs and one AST remaining at the site. Soil contamination was found to be above NCDEQ
Action Levels during the removal process and a hole was observed in one of the 6,000-gallon
gasoline USTs. Total Petroleum Hydrocarbons-Diesel Range Organics (TPH-DRO) and TPH-
Gasoline Range Organics (TPH-GRO) were found to be above their respective NCDEQ Action
Levels in various soil samples from the tank pit. No additional soils were removed from the site
during the tank removal. Incident #44919 was assigned to the reported release.

In 2018, Progress conducted a Limited Site Assessment that included the installation and sampling
of two additional monitoring wells, MW-10 and MW-11, and soil sampling. Soil contamination was
revealed above the NCDEQs Soil-to-Groundwater and Residential MSCCs and groundwater
contamination was revealed above the GCLs for benzene. One water-supply well was identified
within 500 feet of the site. A follow-up groundwater monitoring event by Progress that year found
an increase in previously identified constituent concentrations. No other remediation activities were
taken at this time.

In August 2019, Progress conducted a groundwater sampling event on wells MW-1 through MW-4,
MW-10, MW-11, and VEW-1. No LNAPL was detected during the sampling event and benzene
was detected above the GCL of 5,000 micrograms per liter (µg/L). Progress reported that the
contaminant plume appeared to be migrating to the southwest. They also reported that the rise in
the water column between 2018 and 2019 appeared to mobilize soil contaminants causing the
sudden spike in contaminant levels in the groundwater.

In May 2021 NCDEQs Corrective Action Branch performed a site inspection and found that wells
MW-3, MW-4, and MW-10 were in good condition, wells MW-1 and VEW-1 were uncovered but
may be usable, well MW-2 could not be located, and well MW-11 was reportedly destroyed. The
site was accepted to the State Lead program in May 2021.

On October 8, 2021, ATC conducted a groundwater monitoring event including wells MW-1
through MW-4, MW-10, and VEW-1 with analysis for VOCs. Benzene was detected at
concentrations higher than the GCL in wells MW-3 and MW-10, and naphthalene was detected in
well MW-10 above the GCL. Several VOCs exceeded the 2L Standards in wells MW-1, MW-3,
MW-4, MW-10, and VEW-1.

3.3 Site and Regional Geology
The Geologic Map of North Carolina produced by the North Carolina Geologic Survey (1985)
indicates that the property is located within the Charlotte Belt of the Piedmont Physiographic
Province. Rocks of the Piedmont are crystalline igneous and metamorphic rocks that were formed
during Appalachian mountain building events during the Paleozoic Era, several hundred million
years ago. The metamorphic rock type beneath the site is metagabbro, metadiorite, and mafic
plutonic-volcanic complexes. The shallow subsurface in most areas of the Piedmont contains
residual soil overburden, including structure-free residuum, saprolite, and partially weathered rock
(PWR), that derive from in-place weathering of the crystalline bedrock. Occasional areas
containing recent deposits of alluvium in the uppermost subsurface are found near streams and
rivers. Saprolite and PWR typically contain some relict structures from the original rock material.
Depth to rock ranges from ground surface at occasional outcrops to depths of up to 100 feet in
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areas of easily weathered rock. Bedrock was not encountered at a depth of 45 feet below ground
surface (ft-bgs) based on the boring for monitoring well VEW-1.

3.4 Site and Regional Hydrogeology
The shallow aquifer occurrence varies in depth from ground surface at springs, creeks, and
rivers to as deep as 50 feet or more beneath upland surfaces in some parts of the Piedmont.
Groundwater in the alluvium or unconsolidated residual material, including saprolite and PWR,
usually behaves as an unconfined, or water table, aquifer and will yield water with head
elevation equivalent to the first elevation where water was encountered. Permeability varies with
lithology and is typically relatively low in residual soils, with higher permeability in saprolite or
PWR due to relict rock texture and variable susceptibility to weathering exhibited by different
minerals in the rock. Groundwater flow in residual soils or alluvium is usually in rough
concurrence with local topographic conditions and is toward local drainage features.

The bedrock fractures or other planar features generally constitute the bedrock aquifer, with the
surrounding rock material being effectively impermeable. Along with fractures, contacts between
rock bodies probably constitute zones of significant groundwater occurrence in the bedrock. The
surrounding material and overlying residuum tend to make the bedrock aquifer a semi-confined
aquifer. That is, the overlying water and soil weight normally results in pressure that causes
water in a borehole which intersects a fracture or other feature to rise above the elevation of the
fracture or feature. Such features may not occur on predicable trends, at the same elevations,
or even be present or directly connected in separate boreholes. In areas adjacent to creeks the
bedrock groundwater generally discharges to the residuum or alluvium and then into the surface
water. In upland areas away from surface water drainages, the bedrock aquifer is generally
recharged by downward infiltration of residuum or alluvial aquifer water at locations where
fractures intersect the bedrock surface.

When gradient conditions are discussed, upgradient properties are in locations which could,
based on topographic or groundwater elevation analysis, have shallow groundwater migration
from them toward the site. Crossgradient sites are nearby properties with equivalent elevation to
the site, which would be unlikely to have groundwater migration from them parallel to the site,
and downgradient sites are nearby properties, which likely receive groundwater migration from
beneath the site. Based on topography and historical groundwater level data, groundwater flow
is to the south-southwest. The available historical depth to groundwater data indicate that the
depth to groundwater has generally ranged from approximately 6 to 15 ft-bgs.

4.0 GROUNDWATER CHARACTERIZATION
4.1 Access Agreements and Well Permits
On October 4, 2022, ATC submitted access agreements to the property owners of the two
parcels where the new monitoring wells (MW-12 and MW-13) were proposed. The access
agreement for well MW-12 was signed on October 15, 2022, by Mr. Michael S. Lane for the 158
Arnold Road property. The access agreement for well MW-13 took several attempts and phone
conversations with the property owner, who had two different addresses. The agreement was
signed on November 8, 2022 by Martha Fritts Martin and received on November 15, 2022.
Copies of the access agreements are included in Appendix A.

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On December 2, 2022, ATC submitted well permit applications to the NCDEQ, Division of Water
Resources. A well permit for well was issued on December 12, 2022. Copies of the well permit
applications and well permits are included in Appendix A.

4.2 Monitoring Well Installation
On January 9, 2023, ATC supervised the installation of shallow groundwater monitoring wells
MW-12 and MW-13, which are located to the west and south of MW-3, respectively. The wells
were installed to evaluate the extent of the GCL exceedances in well MW-3.

Prior to conducting any subsurface work, North Carolina 811 was notified to mark out any buried
public utilities at the site. A private utility locator from Ground Penetrating Radar Systems, LLC
(GPRS) was onsite to identify private utilities in the work area. No utilities were encountered
within 10 feet of the work area.

The monitoring wells were installed by Geologic Exploration (Geologic), a North Carolina-
registered well driller. The monitoring wells were installed using hollow stem augers. Soil
samples characterized for lithology and were screened at approximate 5-foot intervals with a
photoionization detector (PID) for relative VOC levels.

The soil from the MW-12 and MW-13 borings consisted of red-brown silty clayey silt and was
relatively consistent with depth. Elevated PID readings (416 and 401 parts per million or ppm)
were observed in soil samples from 10 to 20 ft-bgs (below the groundwater surface) from the
MW-12 boring. Elevated PID readings were not observed in the soil samples from 0 to 10 ft-bgs
from the MW-12 boring or in any of the soil samples from the MW-13 boring.

Monitoring wells MW-12 and MW-13 were installed to a depth of 20 feet below ground surface
(ft-bgs) including a 15-foot length, 0.010-inch slotted, 2-inch diameter PVC well screen
extending from 5 to 20 ft-bgs and solid PVC riser casing to near ground surface. A sand pack
filter was installed in the annular space between the well screen and the borehole from the base
of the boring to one foot above the top of the well screen, followed by one foot of bentonite seal
on top of the sand pack. A grout slurry was placed from the top of the bentonite seal to ground
surface to seal the borehole around the solid PVC well pipe riser. Soil cuttings generated from
the drilling of the monitoring wells were spread on site. The well was completed with a 2-foot by
2-foot concrete pad and manhole.

The top of casing (TOC) elevation for the wells was measured during the groundwater
monitoring event on January 13, 2023. TOC elevations were surveyed relative to an arbitrary
elevation of 100 feet and existing monitoring well MW-3. The monitoring well record and soil
boring log for monitoring wells MW-12 and MW-13 are including in Appendix B. Field notes of
the well installation are presented in Appendix C.

4.3 Groundwater Levels
On January 13, 2023, a groundwater monitoring event was conducted for monitoring wells MW-
1, MW-2, MW-3, MW-4, MW-10, MW-12, and MW-13. Wells MW-2 and MW-4 were only gauged
for depths to water and total well depths. Monitoring well MW-11 could not be located and is
presumed to have been destroyed. Figure 2 depicts the well locations on a site map. Well
construction and groundwater level data are summarized in Table 1. The calculated
groundwater elevations vary across the monitoring well network that do not allow representation
of a smooth groundwater surface. Based on the October 8, 2021 data, groundwater flow is to
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the south-southwest with a hydraulic gradient of 0.025 feet/foot. The January 13, 2023
groundwater elevations are presented on Figure 4. The January 13, 2023 groundwater levels
were approximately 3.3 feet higher than the October 8, 2021 groundwater levels, with
groundwater levels above the screen in wells MW-1, MW-3, and MW-4. Field notes and
photographs from the January 13, 2023, groundwater monitoring event are presented in
Appendix C.

4.4 Groundwater Quality
On January 13, 2023, ATC collected groundwater samples from monitoring wells MW-1, MW-3,
MW-10, MW-12, and MW-13. During sample activities, a three-volume well purge was
implemented prior to groundwater sample collection to ensure a representative groundwater
sample. Field parameters are presented in Table 2. The water samples were collected in
laboratory-supplied, preserved containers; entered into chain of custody control; placed on ice;
and shipped to North Carolina accredited Pace Analytical Services, Inc. in Huntersville, North
Carolina. The groundwater samples were analyzed by Standard Method 6200B, including
ethylene dibromide (EDB) and oxygenates. The laboratory analytical report and chain-of-
custody documentation is included in Appendix D.

The recent groundwater analytical results are summarized in Table 3. The historical
groundwater analytical results are summarized in Table 4. A groundwater quality map of the
recent results with exceedances of the 2L Standards is presented as Figure 5. The
groundwater analytical results were compared to the 2L Standards and GCLs. The updated
Conceptual Site Model is presented as Table 5. Groundwater analytical results indicated the
following:

 Benzene was detected above the GCL of 5,000 µg/L in MW-10 (6,590 µg/L); and
 VOCs exceeded the 2L Standards in wells MW-1, MW-3, MW-10, MW-12, and MW-13.

Benzene in wells MW-3 and MW-10 and naphthalene in well MW-10 exceeded the GCLs in
October 2021. Benzene in well MW-10 was the only VOC exceeding the GCL in January 2023,
and the concentration increased by approximately 11% since October 2021. Benzene in MW-3
decreased by approximately 50% since October 2021. Naphthalene in MW-10 also decreased by
approximately 95%, however, the concentration was similar to that reported in February of 2018
and in April and June of 2019. Excluding the benzene in MW-10, concentrations of VOCs
decreased in wells MW-1, MW-3, and MW-10. The extent of the GCLs is defined with the
additional wells MW-12 and MW-13. The January 2023 VOC concentrations in the downgradient
well MW-13 were approximately 3% or less of those in MW-3, excluding tert-amyl alcohol that was
approximately 11%.

Historically, concentrations of benzene in well MW-10 have increased with rising groundwater
levels and decrease with falling groundwater levels, suggesting a possible zone of contaminated
soil near the seasonal high groundwater levels. Note that the recent increase in benzene
concentration in MW-10 appears to be less than prior increases suggesting natural degradation
is occurring.

As part of ATC’s quality assurance and quality control (QA and QC) measures, a data review of
the laboratory report was conducted. During the review, it was found that the samples were
received from the laboratory in acceptable condition and properly preserved. The samples were
analyzed within correct holding times and reported within the lab report, and the chain of
custody was properly completed by all parties. ATC collected one field blank during groundwater
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monitoring activities with no detections. The laboratory QC report shows that laboratory reagent
blanks (LRBs) and laboratory control samples/laboratory control sample duplicates
(LCSs/LCSDs) were analyzed for each method that was used for the original samples. The LRB
indicated no detections and the LCS/LCSD results were within acceptable laboratory control
limits. Refer to the laboratory report in Appendix C for details regarding QA results for the
laboratory samples and any noted exceptions.

5.0 CONCLUSIONS AND RECOMMENDATIONS
On behalf of the Trust Fund Branch of the NCDEQ UST Section, ATC has completed
assessment activities for the Crossroads Center-C UST site (incident no 44919), located at 134
Arnold road, Lexington, Davidson County, North Carolina. The findings from the recent and
historical activities indicate the following:

 There are no water supply wells within 1,000 feet of the source area or surface water
bodies within 500 feet of the source area;
 Municipal water is provided to the area;
 LNAPL was not detected in the monitoring wells;
 Benzene (6,590 micrograms per liter or µg/L) was detected in well MW-10 above the
GCL of 5,000 µg/L;
 VOCs exceeded the 2L Standards in MW-1, MW-3, MW-10, MW-12, and MW-13; and
 The monitoring wells are 1-inch diameter wells, excluding MW-10, MW-12, and MW-13
that are 2-inch diameter wells; and
 The depth to groundwater ranged from 6.69 ft-toc in MW-13 to 10.59 ft-toc in MW-2, and
groundwater flow is indicated to be to the south-southwest.

Benzene in wells MW-3 and MW-10 and naphthalene in well MW-10 exceeded the GCLs in
October 2021. Benzene in well MW-10 was the only VOC exceeding the GCL in January 2023,
and the concentration increased by approximately 11% since October 2021. Benzene in MW-3
decreased by approximately 50% since October 2021. Naphthalene in MW-10 also decreased by
approximately 95%, however, the concentration was similar to that reported in February of 2018
and in April and June of 2019. Excluding the benzene in MW-10, concentrations of VOCs
decreased in wells MW-1, MW-3, and MW-10. The extent of the GCLs is defined with the
additional wells MW-12 and MW-13. The January 2023 VOC concentrations in the downgradient
well MW-13 were approximately 3% or less of those in MW-3, excluding tert-amyl alcohol that was
approximately 11%.

The January 13, 2023 groundwater levels were approximately 3.3 feet higher than the October
8, 2021 groundwater levels, with groundwater levels above the screen in wells MW-1, MW-3,
and MW-4. Historically, concentrations of benzene in well MW-10 have increased with rising
groundwater levels and decrease with falling groundwater levels, suggesting a possible zone of
contaminated soil near the seasonal high groundwater levels. Note that the recent increase in
benzene concentration in MW-10 appears to be less than prior increases suggesting natural
degradation is occurring.

Based on the findings, ATC recommends the following:

 Conduct a combined Mobile Multi-Phase Extraction (MMPE) and Ozone Injection (OI)
event, using wells MW-1, MW-3, and MW-10 as extraction wells and VEW-1 as the
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injection well. This would require an NOI to be submitted to the NCDEQ, DWR, UIC
Program for the injection event; and,
 Conduct groundwater sampling following the MMPE/OI event to evaluate possible
reduction in VOC concentrations.

FIGURES
SITE VICINITY MAP
1"= 2,000'
1
Project Number:
Date:Scale:
Drawing File:
Figure:
App'd By:
Drn. By:
Ckd. By:
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H:\2021\OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\CROSSROADS CENTER\SLC4491901-VIC.DWG, FIG111/17/2021
SEE LOWER LEFT
CROSSROADS CENTER-C
134 ARNOLD ROAD
LEXINGTON, DAVIDSON COUNTY, NORTH CAROLINA
SLC4491901 DH
AQ
AQ
ARNOLD ROAD SITEVEW-1MW-10MW-1MW-2MW-4MW-3SCALE: 1" = 20'2005101520NLEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINEMW-1MONITORING WELLWell IdentificationMW-12MW-13MW-11DESTROYED MONITORING WELLWell IdentificationFigure:Drawing File:
Project Number:
Ckd. By:
Drn. By:
App'd By:
Ckd. Date:Scale:Date:H:\2023\1 OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\CROSSROADS CENTER\SLC4491902-SITE.DWG, FIG2
SITE MAP02/15/2023SEE LOWER LEFTCROSSROADS CENTER-C
134 ARNOLD ROAD
LEXINGTON, DAVIDSON COUNTY, NORTH CAROLINA
SLC4491901AS SHOWNMS
AQ2NOTES:
1.Features shown are not an authoritative location, nor are they presentedto a stated accuracy.
COORDINATE SYSTEM:
NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEET
500 FT.RADIUS1,000 FT.RADIUSLEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINESTREAMS/WETLANDS50SCALE: 1" = 200'2000100150200NFigure:Drawing File:
Project Number:
Ckd. By:
Drn. By:
App'd By:
Ckd. Date:Scale:Date:H:\2021\OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\CROSSROADS CENTER\SLC4491901-RECEPTOR.DWG, FIG3
RECEPTOR SURVEY MAP11/23/2021SEE LOWER LEFTCROSSROADS CENTER-C
134 ARNOLD ROAD
LEXINGTON, DAVIDSON COUNTY, NORTH CAROLINA
SLC4491901AS SHOWNDH
AQ3NOTES:
1.Features shown are not an authoritative location, nor are they presented
to a stated accuracy.
COORDINATE SYSTEM:
NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEET
ARNOLD ROAD SITEVEW-1MW-10MW-1MW-11MW-2MW-4MW-3SCALE: 1" = 20'2005101520NMW-12MW-1389.61NM89.3290.1289.9789.4489.7090.03LEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINEMW-289.32MONITORING WELLWell IdentificationRelative Groundwater Elevation (ft)GROUNDWATER FLOW DIRECTIONMW-11DESTROYED MONITORING WELLWell IdentificationFigure:Drawing File:
Project Number:
Ckd. By:
Drn. By:
App'd By:
Ckd. Date:Scale:Date:H:\2023\1 OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\CROSSROADS CENTER\SLC4491902-POT.DWG, FIG4
GROUNDWATER ELEVATION MAP02/15/2023SEE LOWER LEFTCROSSROADS CENTER-C
134 ARNOLD ROAD
LEXINGTON, DAVIDSON COUNTY, NORTH CAROLINA
SLC4491901AS SHOWNMS
AQ4NOTES:
1.Features shown are not an authoritative location, nor are they presentedto a stated accuracy.2.Groundwater samples collected on 01/13/23.3.Only constituents exceeding the NCDEQ 2L Standards are shown.4.DUE TO VARIABILITY OF GROUNDWATER ELEVATIONS,CONTOURS ARE NOT PRESENTED. THE GROUNDWATER FLOW
ARROW IS BASED ON OCTOBER 8, 2021 DATA
COORDINATE SYSTEM:
NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEET
ARNOLD ROAD SITEVEW-1MW-10MW-1MW-2NSMW-4MW-3SCALE: 1" = 20'2005101520NLEGEND:SITE PROPERTY LINENOTE: ALL LOCATIONS ARE APPROXIMATEPARCEL LINEMW-1MONITORING WELLWell IdentificationMW-12MW-13MW-11MW-11DESTROYED MONITORING WELLWell Identification
Figure:Drawing File:
Project Number:
Ckd. By:
Drn. By:
App'd By:
Ckd. Date:Scale:Date:H:\2023\1 OTHER OFFICES\NORTH CAROLINA\NCDEQ-STATE LEAD\CROSSROADS CENTER\SLC4491902-GW.DWG, FIG5
GROUNDWATER ANALYTICAL MAP02/15/2023SEE LOWER LEFTCROSSROADS CENTER-C
134 ARNOLD ROAD
LEXINGTON, DAVIDSON COUNTY, NORTH CAROLINA
SLC4491901AS SHOWNMS
AQ5NOTES:
1.Features shown are not an authoritative location, nor are they presentedto a stated accuracy.2.Groundwater samples collected on 01/13/23.3.Only constituents exceeding the NCDEQ 2L Standards are shown.4.Concentrations underlined values exceed the GCL.5.µg/L = micrograms per liter.
6.J = estimated value between the laboratory reporting and method
detection limits.
COORDINATE SYSTEM:
NAD 1983 NORTH CAROLINA STATE PLANE FIPS 3200, US SURVEY FEET

TABLES
TABLE 1
WELL CONSTRUCTION AND GROUNDWATER ELEVATION DATA
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, North Carolina 27295
NCDEQ Incident #44919
06/27/2019 6.17 ----93.83
10/08/2021 13.33 ----86.67
01/13/2023 9.88 ----90.12
06/27/2019 --------
10/08/2021 13.82 ----86.80
01/13/2023 10.59 ----90.03
06/27/2019 5.13 ----93.26
10/08/2021 12.31 ----86.08
01/13/2023 8.95 ----89.44
06/27/2019 5.74 ----93.36
10/08/2021 12.78 ----86.32
01/13/2023 9.13 ----89.97
02/01/2018 13.75 ----85.95
05/07/2018 9.22 ----90.48
04/10/2019 8.25 ----91.45
06/27/2019 5.89 ----93.81
10/08/2021 13.00 ----86.70
01/13/2023 10.38 ----89.32
06/27/2019 --------
02/01/2018 14.90 ------
01/13/2023
MW-12 1/9/2023 2 20.00 5 - 20 98.62 01/13/2023 9.01 ----89.61
MW-13 1/9/2023 2 20.00 5 - 20 96.39 01/13/2023 6.69 ----89.70
06/27/2019 6.20 ----93.64
10/08/2021 13.29 ----86.55
Notes:
TOC = Top-of-casing
-- = Not Measured
NA = Not Available
LNAPL = light non-aqueous phase liquid
If Free Procuct is present in a well, groundwater elevation should be calculated by: [Top of Casing Elevation - Depth to Water] + [Free Product Thickness x 0.8581]
99.84
Well ID Date
Installed
1
Groundwater
Elevation
(feet)
TOC
Elevation
(feet)
Depth to
Groundwater
(feet below TOC)
Date
Measured
Well Depth
(feet below
TOC)
LNAPL
Thickness
(feet)
Screen
Interval
(feet below
TOC)
Depth to
LNAPL
(feet below
TOC)
VEW-1 8/7/2002
8/6/2002
10 - 2544.231
MW-11 1/31/2018 Unknown Unknown
1/31/2018
Well
Diameter
(Inches)
1
1
10 - 25 --
MW-1
MW-2
MW-3
MW-4
MW-10
7/15/2002
8/7/2002
8/6/2002
99.7
1
2
24.55
24.74
24.67
25.12
24.69
Well Destroyed
10 - 25
10 - 25
10 - 25
10 - 25
10 - 25
100.00
100.62
98.39
99.10
Page 1 of 1
TABLE 2
FIELD PARAMETERS
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, North Carolina 27295
NCDEQ Incident #44919
MW-1 01/13/23 17.09 0.25 2.3 -82 6.1
MW-3 01/13/23 19.63 0.33 1.0 -46 5.9
MW-10 01/13/23 18.20 0.62 6.2 -120 6.1
MW-12 01/13/23 20.10 0.13 7.2 91 5.6
MW-13 01/13/23 18.99 0.09 7.1 154 5.1
Notes:
°C = degrees Celsius
mS/cm = milliSiemens per centimeter
mg/L = milligrams per liter
ORP = oxidation-reduction potential
mV= millivolts
su = standard units
Temperature
(°C)
Conductivity
(mS/cm)
Dissolved
Oxygen
(mg/L)
ORP
(mV)
pH
(su)Well ID Sample
Date
Page 1 of 1
TABLE 3
RECENT GROUNDWATER ANALYTICAL RESULTS
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, North Carolina 27295
NCDEQ Incident #44919
Well ID Date
Collected
BenzeneTolueneEthylbenzeneXylene (Total)Methyl-tert-butyl etherNaphthalenen-Butylbenzenesec-ButylbenzeneChloroformDiisopropyl etherIsopropylbenzenen-PropylbenzeneStyrene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneEthanoltert-Amyl Alcohol1 600 600 500 20 6 70 70 70 70 70 70 70 400 400 4,000 40
5,000 260,000 80,000 50,000 20,000 6,000 5,900 8,800 70,000 70,000 30,500 26,100 70,000 28,500 24,100 4,000,000 40,000
MW-1 01/13/23 763 1,400 1,640 4,860 <8.4 354 14.9 <8.0 <8.6 <6.2 52.6 114 6.6J 894 216 <1,440 798J
MW-3 01/13/23 2,720 43.3 514 11.1J <10.6 139 <12.2 <10.0 <10.8 46.9 32.6 55.7 <7.3 <12.4 <8.3 <1,800 2,810
MW-10 01/13/23 6,590 14,900 2,010 7,560 <52.8 414 <61.2 <50.0 <53.8 40.6J 74.3 175 <36.5 1,190 278 <9,020 <4,550
MW-12 01/13/23 77 0.89 6.5 18.8 <0.42 125 17.6 10.1 2.3 <0.31 49.8 25 <0.29 106 9.4 <72.2 170
MW-13 01/13/23 4.9 0.46J <0.30 <0.34 0.72 1.1J <0.49 1.4 <0.43 0.33J 1.0 <0.34 <0.29 <0.50 <0.33 166J 312
Notes:
1) 15A NCAC 02L 0202 Groundwater Quality Standards (2L Standards).
2) NCDEQ Division of Waste Management (DWM) Gross Contamination Levels (GCLs).
Only constituents detected above the reporting limit are shown
Concentrations are reported in micrograms per liter (µg/L)
Concentrations in bold exceed the 2L Standard
Concentrations in bold and underlined exceed the GCL
VOCs = volatile organic compounds
VPH = volatile petroleum hydrocarbons
MADEP = Massachusetts Department of Environmental Protection
J = estimated concentration below the laboratory reporting limit
NE = Not Established
ND = Not Detected
NA = Not Analyzed
Grayed values and "<" indicate the compound was below the laboratory reporting limit
Analytical Method
2L Standard (1)
GCL Standard (2)
Standard Method 6200B
Page 1 of 1
TABLE 4
HISTORICAL GROUNDWATER ANALYTICAL RESULTS
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, North Carolina 27295
NCDEQ Incident #44919
Well ID Date
Collected
BenzeneTolueneEthylbenzeneTotal XylenesMethyl tert-butyl ether (MTBE)NaphthaleneBromomethanen-Butylbenzenesec-Butyl benzeneChloroformIsopropyl Ether2-HexanoneIsopropylbenzene4-Isopropyl toluene4-Methyl-2-Pentanonen-PropylbenzeneStyrene1,2,4-Trimethylbenzene1,3,5-TrimethylbenzeneEthanolter-Amyl AlcoholC5-C8 AliphaticsC9-C18 AliphaticsC9-C22 AromaticsC19-C36 Aliphatics1 600 600 500 20 6 10 70 70 70 70 40 70 25 100 70 70 400 400 4000 40 400 700 200 10,000
5,000 260,000 80,000 50,000 20,000 6,000 100,000 5,900 8,800 70,000 70,000 40,000 30,500 11,700 100,000 26,100 70,000 28,500 24,100 4,000,000 40,000 NE NE NE NE
06/27/19 1,310 2,570 2,220 4,700 ND 691 NA NA NA NA ND NA 155 NA NA 364 NA 2,030 622 NR NR NA NA NA NA
10/08/21 1,440 3,710 2,020 6,370 <0.140 4,480 <0.280 8.85 7.73 <0.220 0.698 1.95 68.6 4.05 4.16 275 7 2,130 503 NR NR NA NA NA NA
01/13/23 763 1,400 1,640 4,860 <8.4 354 <33.2 14.9 <8.0 <8.6 <6.2 NA 52.6 NA NA 114 6.6J 894 216 <1440 798J NA NA NA NA
07/04/19 ND ND ND ND ND ND NA NA NA NA ND NA ND NA NA ND NA ND ND NR NR NA NA NA NA
10/08/21 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <0.280 <0.180 <0.200 <0.220 <0.500 <0.380 <0.180 <0.089 <0.078 <0.190 <0.220 <0.190 <0.180 NR NR NA NA NA NA
06/27/19 10,800 147 1,770 141 130 288 NA NA NA NA 252 NA 86 NA NA 198 NA 151 ND NR NR NA NA NA NA
10/08/21 5,310 63.5 1,810 41.2 <0.140 4,660 <0.280 12.5 9.57 <0.220 43.5 <0.380 68.6 4.92 <0.078 95.1 2.14 13.4 37.1 NR NR NA NA NA NA
01/13/23 2,720 43.3 514 11.1J <10.6 139 <41.5 <12.2 <10.0 <10.8 46.9 NA 32.6 NA NA 55.7 <7.3 <12.4 <8.3 <1800 2,810 NA NA NA NA
06/27/19 104.0 ND 53.5 489 ND 318 NA NA NA NA NA NA 110 NA NA 246 NA 1,860 906 NR NR NA NA NA NA
10/08/21 37 4.28 2.82 22.2 <0.140 36.4 <0.280 4.64 4.53 <0.220 <0.500 <0.380 18.3 1.13 <0.078 16 <0.220 152 57.8 NR NR NA NA NA NA
02/01/18 5,870 7,000 1,130 5,020 ND 418 NA NA NA NA ND NA ND NA NA 198 NA 1,280 340 NR NR 4,040 4,540 1,290 NA
05/07/18 13,600 18,300 1,850 7,870 ND 293 NA NA NA NA 165 NA ND NA NA 170 NA 1,210 300 NR NR NA NA NA NA
04/10/19 17,000 21,600 2,370 9,220 ND 448 NA NA NA NA 130 NA ND NA NA 200 NA 1,470 314 NR NR NA NA NA NA
06/27/19 20,000 26,200 2,330 8,240 ND 415 NA NA NA NA 96 NA ND NA NA 240 NA 1,280 339 NR NR NA NA NA NA
10/08/21 5,950 16,600 4,160 13,200 <14.0 8,030 33.1J 60.7 44.9J <22.0 <50.0 <38.0 184 20J 48.6J 511 <22.0 3,380 814 NR NR NA NA NA NA
01/13/23 6,590 14,900 2,010 7,560 <52.8 414 <208 <61.2 <50.0 <53.8 40.6J NA 74.3 NA NA 175 <36.5 1,190 278 <9020 <4550 NA NA NA NA
MW-11 02/01/18 ND 21.2 121 628 ND 28.8 NA NA NA NA ND NA ND NA NA ND NA ND ND NR NR ND 4,610 2,421 125
MW-12 01/13/23 77 0.9 7 19 <0.42 125 <1.7 17.6 10.1 2.3 <0.31 NA 50 NA NA 25 <0.29 106 9 <72.2 170 NA NA NA NA
MW-13 01/13/23 4.9 0.46J <0.30 <0.34 0.72 1.1J <1.7 <0.49 1.4 <0.43 0.33J NA 1 NA NA <0.34 <0.29 <0.50 <0.33 166J 312 NA NA NA NA
06/27/19 ND ND ND ND ND ND NA NA NA NA ND NA ND NA NA ND NA ND ND NR NR NA NA NA NA
10/08/21 38.1 <0.220 <0.170 0.285J 0.294J <0.470 <0.280 <0.180 <0.200 1.65 1.18 <0.380 0.475J <0.089 <0.078 <0.190 <0.220 <0.190 <0.180 NR NR NA NA NA NA
Notes:
1) 15A NCAC 02L 0202 Groundwater Quality Standard (2L Standard).VPH = volatile petroleum hydrocarbons NR = Not Reported
2) NCDEQ Division of Waste Management (DWM) Gross Contamination Level (GCL).MADEP = Massachusetts Department of Environmental Protection
Only constituents detected above the reporting limit are shown J = estimated concentration below the laboratory reporting limit
Concentrations are reported in micrograms per liter (µg/L)NE = Not Established
Concentrations in bold exceed the 2L Standard ND = Not Detected
Concentrations in bold and underlined exceed the GCL NA = Not Analyzed
VOCs = volatile organic compounds Grayed values and "<" indicate the compound was below the laboratory reporting limit
2L Standard (1)
GCL (2)
Analytical Method MADEP Method VPH/EPH
MW-10
VEW-1
Standard Method 6200B
MW-1
MW-2
MW-3
MW-4
Page 1 of 1
TABLE 5
CONCEPTUAL SITE MODEL
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, North Carolina 27295
NCDEQ Incident #44919
Site Name:Crossroads Center-C Release Discovery Date:9/21/2017
NCDEQ UST Incident No.:44919 Source of Release:UST System
Facility ID No.:00-0-0000029082 Estimated Volume of Release:Unknown
Risk Classification:Intermediate
Risk Rank:I135D Gasoline (leaded)x
Site Address:134 Arnold Road Gasoline (unleaded)
Site City, ST ZIP:Lexington, 27295 Gasoline (ethanol blend)
Site County:Davidson Diesel x
NCDEQ Regional Office:Winston-Salem Kerosene x
Active UST Facility:No Heating Oil (#2)
USTs Present:No (1 USTs removed 1994, remaining
4 removed 2017)Heating Oil (>#2)
Motor Oil
Soil Information Hydraulic Oil
Major Soil Type:Cecil Sandy Loam Used Oil
Surface Cover over impacted soil:Pavement, gravel and soil
Utilities within plume (Y/N/U):U
>S-W MSCCs (Y/N/U):Y Land Use
>Residential MSCCs (Y/N/U):Y Site:Vacant commercial
>Comm/Ind MSCCs (Y/N/U):N North Adjacent:Agricultural
East Adjacent:Commercial (The Gun Store)
Geologic Information South Adjacent:Agricultural
Litho-Tectonic Zone Charlotte Belt West Adjacent:Commerical (Place of Praise)
Geologic Formation Charlotte Belt
Rock Type Metagabbro, metadiorite and mafic
plutonic-volcanic complexes
Depth (ft bgs)>25 Municipal Water (Y/N/U):Y
Active Potable Wells <1000 ft (#/U):N
Groundwater Information Active Potable Wells <500 ft (#/U):N
Depth to water (ft-bgs)6-15 Impacted Wells (Y/N/U):N
Gradient (ft/ft):0.025 Any wells <250 ft (Y/N/U):N
Direction (N E S W combo):SSW
Hydraulic Conductivity (ft/day):Unknown
Total Porosity (%):Unknown <500 ft (Y/N):N
Effective Porosity (%):Unknown Type of Surface Water:
Flow Rate (ft/year):Unknown Name of Nearest Stream:
COCs >2L (Y/N/U):Y Stream Classification:
COCs >2L Extent Defined (Y/N):N
COCs >GCLs (Y/N/U):Y
COCs >GCLs (Wells):MW-10 (historically MW-3 also)>LEL in Structures:U
COCs >GCLs Extent Defined (Y/N):Y Vapors in Buildings:U
COCs >2B Standards by 10X (Y/N/U):NA Dissolved VOCs <5 ft of Structures:N
LNAPL (Y/N/U):N LNAPL <15 ft of Structures:N
LNAPL (Max Thickness ft):NA Basement <30 ft of Dissolved COCs:N
LNAPL (Wells):NA
LNAPL Extent Defined (Y/N):NA
LNAPL (<5 ft beneath buildings/U):NA
Utilities within plume (Y/N/U):Unknown
Approach (general discussion):
Evaluate natural attenuation with
possible remedial actions to reduce
levels to be less than the GCLs.
Alternative Water Source Site and surrounding sites supplied by
Davidson Public Water.
NORP Previously filed
Site Remediation Possible, MMPE/AS/Air Injection
Soil Excavation Possible, following soil assessment.
AFVR
MMPE Possible, combined with air injection
SVE/AS
Other
Vapor
Comments:
Updated 2/13/2023.
MW-3 and MW-10 most heavily impacted, concentrations increase with higher
water table.
Possible actions to closure:
1) monitored natural attenuation;
2) excavation of soil following soil assessment; or
3) In-situ remediation by MMPE/Air Injection in the vadoze zone.
Possible Path(s) to Closure
Site Information Release Information
Petroleum Type Released
Receptor Information
Water Supply
Surface Water Bodies

APPENDIX A
ACCESS AGREEMENTS, WELL PERMIT APPLICATIONS,
AND WELL PERMITS
Right of Entry Agreement October 4, 2022
Davidson County PIN 6727-04-92-3937
158 Arnold Road
Lexington, NC 27295
1
Scott Ryals, P.E.
Environmental Engineer
DWM UST Section
1646 Mail Service Center
Raleigh, NC 27699-1646

RE: Right of Entry Agreement
Crossroads Center-C, Incident No. 44919
134 Arnold Road
Lexington, NC 27295

Dear Mr. Ryals,

I am/We are the owner(s) of a parcel of property, located at or near the incident in question,
and hereby permit the Department of Environment Quality (Department) or its contractor to enter
upon said property for the purpose of conducting an assessment and/or remediation of the
groundwater and/or soils under the authority of G.S. 143-215.94G.

I am/We are granting permission with the understanding that:

1. The investigation shall be conducted by the UST Section of the Department’s Division of
Waste Management or its contractor.

2. The costs of the investigation and/or remediation of the site and access shall be borne by
the Department or its contractor in accordance with the acceptance of the site into the
State-Lead Program. The Department or its contractor shall protect and prevent damage
to the property and surrounding lands. Any damages will be restored by the Department
or its contractor to as close to the pre-work condition as practicably possible.

3. Unless otherwise agreed, the Department or its contractor shall have access to the site
by the shortest feasible route to the nearest public road. The Department or its contractor
will notify the land owners 48 hours prior to entry and may enter upon the land at
reasonable times and have full right of access during the period of the investigation.

4. Any claims which may arise against the Department or its contractor shall be governed by
Article 31 of Chapter 143 of the North Carolina General Statutes, Tort Claims Against
State Departments and Agencies, and as otherwise provided by law.

5. The activities to be carried out by the Department or its contractor are for the primary
benefit of the Department and of the State of North Carolina. Any benefits accruing to the
owner are incidental. The Department or its contractor is not and shall not be construed
to be an agent, employee, or contractor of the landowner.

RightofEntryAgreementDavidsonCountyPIN6727-04-92-3937158ArnoldRoadLexington,NC27295October4,2022Theinformationderivedfromtheinvestigationshallbemadeavailabletotheowneruponrequestandisapublicrecord,inaccordancewithG.S.132-1.I/Weagreenottointerferewith,removeoranywaysdamagetheDepartment’swell(s)oritscontractor’swell(s)andequipmentduringtheinvestigation.Sincerely,HvXLSignatureType/PrintNameofOwnerorAgent33<T-Y07-Pfd(PhoneNumberJ-JJ2iCfj.4-tu,nft.fpfi*EmailAddress/?<?,/3iYX/fitMailingAddressUvZLcoM-/0.C1737#City/State/ZipCode/A/{13.-Date2
FOR OFFICE USE ONLY

PERMIT NO. ISSUED DATE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF WATER RESOURCES
APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING OR RECOVERY WELL SYSTEM
PLEASE TYPE OR PRINT CLEARLY

In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant thereto,
application is hereby made for a permit to construct monitoring or recovery wells.

1. Date:

2. County:
12/02/2022
Davidson

3. What type of well are you applying for? (monitoring or recovery): Monitoring

4. Applicant: NCDEQ, DWM, UST Section (Scott Ryals) Telephone: [phone]

Applicant’s Mailing Address: 1646 Mail Service Center, Raleigh, NC2766-1646

Applicant’s Email Address (if available): [e-mail]

5. Contact Person (if different than Applicant): Al Quarles Telephone: [phone]

Contact Person’s Mailing Address: 7606 Whitehall Executive Center Drive, Suite 200, Charlotte, NC 28273

Contact Person’s Email Address (if available): [e-mail]

6. Property Owner (if different than Applicant): Mr. Michael S Lane Telephone: [phone]

Property Owner’s Mailing Address: PO Box 2106, Welcome, NC 27374

Property Owner’s Email Address (if available): [e-mail]

7. Property Physical Address (Including PIN Number) 158 Arnold Rd PIN 1132100000039
City Lexington County Davidson Zip Code 27295

8. Reason for Well(s): Groundwater assessment
(ex: non-discharge permit requirements, suspected contamination, assessment, groundwater contamination, remediation, etc.)

9. Type of facility or site for which the well(s) is(are) needed: UST
(ex: non-discharge facility, waste disposal site, landfill, UST, etc.)

10. Are there any current water quality permits or incidents associated with this facility or site? If so, list permit and/or incident no(s).

UST Incident #44919; Crossroads Center-C, 134 Arnold Rd, Lexington, NC 27295

11. Type of contaminants being monitored or recovered: Volatile Organic Compounds
(ex: organics, nutrients, heavy metals, etc.)

12. Are there any existing wells associated with the proposed well(s)? If yes, how many? 7

Existing Monitoring or Recovery Well Construction Permit No(s).: All on UST site property

13. Distance from proposed well(s) to nearest known waste or pollution source (in feet): approximately 50 feet

14. Are there any water supply wells located less than 500 feet from the proposed well(s)? no

If yes, give distance(s): n/a

15. Well Contractor: TBD Certification No.:

Well Contractor Address:

PROPOSED WELL CONSTRUCTION INFORMATION

1. As required by 15A NCAC 02C .0105(f)(7), attach a well construction diagram of each well showing the following:

a. Borehole and well diameter e. Type of casing material and thickness
b. Estimated well depth f. Grout horizons
c. Screen intervals g. Well head completion details
d. Sand/gravel pack intervals
Continued on Reverse
FOR OFFICE USE ONLY

PERMIT NO. ISSUED DATE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF WATER RESOURCES
APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING OR RECOVERY WELL SYSTEM
PLEASE TYPE OR PRINT CLEARLY

In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant thereto,
application is hereby made for a permit to construct monitoring or recovery wells.

1. Date:

2. County:
12/02/2022
Davidson

3. What type of well are you applying for? (monitoring or recovery): Monitoring

4. Applicant: NCDEQ, DWM, UST Section (Scott Ryals) Telephone: [phone]

Applicant’s Mailing Address: 1646 Mail Service Center, Raleigh, NC2766-1646

Applicant’s Email Address (if available): [e-mail]

5. Contact Person (if different than Applicant): Al Quarles Telephone: [phone]

Contact Person’s Mailing Address: 7606 Whitehall Executive Center Drive, Suite 200, Charlotte, NC 28273

Contact Person’s Email Address (if available): [e-mail]

6. Property Owner (if different than Applicant): Ms. Martha Fritts Martin Telephone: [phone]

Property Owner’s Mailing Address: 1648 Arrington Dr., Lexington, NC 27295

Property Owner’s Email Address (if available): [e-mail]

7. Property Physical Address (Including PIN Number) 2509 Arrington Dr. PIN 1132200000014
City Lexington County Davidson Zip Code 27295

8. Reason for Well(s): Groundwater assessment
(ex: non-discharge permit requirements, suspected contamination, assessment, groundwater contamination, remediation, etc.)

9. Type of facility or site for which the well(s) is(are) needed: UST
(ex: non-discharge facility, waste disposal site, landfill, UST, etc.)

10. Are there any current water quality permits or incidents associated with this facility or site? If so, list permit and/or incident no(s).

UST Incident #44919; Crossroads Center-C, 134 Arnold Rd, Lexington, NC 27295

11. Type of contaminants being monitored or recovered: Volatile Organic Compounds
(ex: organics, nutrients, heavy metals, etc.)

12. Are there any existing wells associated with the proposed well(s)? If yes, how many? 7

Existing Monitoring or Recovery Well Construction Permit No(s).: All on UST site property

13. Distance from proposed well(s) to nearest known waste or pollution source (in feet): approximately 100 feet

14. Are there any water supply wells located less than 500 feet from the proposed well(s)? no

If yes, give distance(s): n/a

15. Well Contractor: TBD Certification No.:

Well Contractor Address:

PROPOSED WELL CONSTRUCTION INFORMATION

1. As required by 15A NCAC 02C .0105(f)(7), attach a well construction diagram of each well showing the following:

a. Borehole and well diameter e. Type of casing material and thickness
b. Estimated well depth f. Grout horizons
c. Screen intervals g. Well head completion details
d. Sand/gravel pack intervals
Continued on Reverse

North Carolina Department of Environmental Quality | Division of Water Resources
Winston-Salem Regional Office | 450 W. Hanes Mill Rd, Suite 300 | Winston-Salem, North Carolina 27105
336.776.9800

December 12, 2022
Mr. Scott Ryals
NCDEQ – DWM UST Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

SUBJECT: MONITORING WELL CONSTRUCTION
PERMIT NO. WM0401417
COUNTY: Davidson
FILE NAME: Crossroads Center-C

Dear Mr. Ryals:

In accordance with your application received on December 2, 2022, we are forwarding herewith:

1. Monitoring Well Construction Permit No. WM0401417 for the construction of one (1)
monitoring well at 2509 Arrington Drive in Lexington in Davidson County.

Henceforth, correspondence and data relating to this well shall be designated as specified in the
subject heading above. This Permit will be effective from the date of issuance and shall be subject
to the conditions and limitations as specified therein. If you have any questions regarding this
permit, please contact me or Jim Gonsiewski at [phone].

Sincerely,

Lon T. Snider
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ - WSRO

cc: Martha Fritts Martin (Electronic Copy)
Al Quarles – ATC Associates of North Carolina, P.C. (Electronic Copy)

North Carolina Department of Environmental Quality | Division of Water Resources
Winston-Salem Regional Office | 450 W. Hanes Mill Rd, Suite 300 | Raleigh, North Carolina 27105
336.776.9800

NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES – WATER QUALITY REGIONAL OPERATIONS
SECTION

PERMIT FOR THE CONSTRUCTION OF A MONITORING WELL

In accordance with the provisions of Article 7, Chapter 87, North Carolina General Statutes, and
other applicable Laws, Rules and Regulations.

PERMISSION IS HEREBY GRANTED TO

NCDEQ – DWM UST Section

FOR THE CONSTRUCTION OF A MONITOR WELL SYSTEM consisting of one (1)
monitoring well owned by the NCDEQ – DWM UST Section. The well will be located at 2509
Arrington Drive in Lexington, North Carolina, in Davidson County. This Permit is issued in
accordance with the application received on December 2, 2022 in conformity with specifications
and supporting data, all of which are filed with the Department of Environmental Quality and are
considered integral parts of this Permit.

This Permit is for well construction only, and does not waive any provision or requirement of any
other applicable law or regulation. Construction of any well under this Permit shall be in strict
compliance with the North Carolina Well Construction Regulations and Standards (15A NCAC
02C .0100), and other State and Local Laws and regulations pertaining to well construction.

If any requirements or limitations specified in this Permit are unacceptable, you have a right to an
adjudicatory hearing upon written request within 30 days of receipt of this Permit. The request
must be in the form of a written petition conforming to Chapter 150B of the North Carolina General
Statutes and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
North Carolina 27699-6714. Unless such a demand is made, this Permit is final and binding.

This Permit will be effective for one year from the date of its issuance and shall be subject to other
specified conditions, limitations, or exceptions as follows:

North Carolina Department of Environmental Quality | Division of Water Resources
Winston-Salem Regional Office | 450 W. Hanes Mill Rd, Suite 300 | Raleigh, North Carolina 27105
336.776.9800

1. Issuance of this Permit does not obligate reimbursement from State trust funds, if these
wells are being installed as part of an investigation for contamination from an underground
storage tank or dry cleaner incident.
2. Issuance of this Permit does not supersede any other agreement, permit, or requirement
issued by another agency.
3. The well(s) shall be located and constructed as shown on the attachments submitted as part
of the Permit application.
4. Each well shall have a Well Contractor Identification Plate in accordance with 15A NCAC
02C .0108(o).
5. Well construction records (GW-1) for each well shall be submitted to the Division of Water
Resources’ Information Processing Unit within 30 days of the well completion.
6. When the well is discontinued or abandoned, it shall be abandoned in accordance with 15A
NCAC 02C .0113 and a well abandonment record (GW-30) shall be submitted to the
Division of Water Resources’ Information Processing Unit within 30 days of the well
abandonment.
7. The County Health Department may require a county monitoring well construction permit.
Please contact the health department for their requirements.

Permit issued the 12th day of December, 2022

FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION

_______________________________________________
Lon T. Snider, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ - WSRO

By Authority of the Environmental Management Commission

Permit No. # WM0401417

North Carolina Department of Environmental Quality | Division of Water Resources
Winston-Salem Regional Office | 450 W. Hanes Mill Rd, Suite 300 | Winston-Salem, North Carolina 27105
336.776.9800

December 12, 2022
Mr. Scott Ryals
NCDEQ – DWM UST Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

SUBJECT: MONITORING WELL CONSTRUCTION
PERMIT NO. WM0401418
COUNTY: Davidson
FILE NAME: Crossroads Center-C

Dear Mr. Ryals:

In accordance with your application received on December 2, 2022, we are forwarding herewith:

1. Monitoring Well Construction Permit No. WM0401418 for the construction of one (1)
monitoring well at 158 Arnold Road in Lexington in Davidson County.

Henceforth, correspondence and data relating to this well shall be designated as specified in the
subject heading above. This Permit will be effective from the date of issuance and shall be subject
to the conditions and limitations as specified therein. If you have any questions regarding this
permit, please contact me or Jim Gonsiewski at [phone].

Sincerely,

Lon T. Snider
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ - WSRO

cc: Michael S. Lane (Electronic Copy)
Al Quarles – ATC Associates of North Carolina, P.C. (Electronic Copy)

North Carolina Department of Environmental Quality | Division of Water Resources
Winston-Salem Regional Office | 450 W. Hanes Mill Rd, Suite 300 | Raleigh, North Carolina 27105
336.776.9800

NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES – WATER QUALITY REGIONAL OPERATIONS
SECTION

PERMIT FOR THE CONSTRUCTION OF A MONITORING WELL

In accordance with the provisions of Article 7, Chapter 87, North Carolina General Statutes, and
other applicable Laws, Rules and Regulations.

PERMISSION IS HEREBY GRANTED TO

NCDEQ – DWM UST Section

FOR THE CONSTRUCTION OF A MONITOR WELL SYSTEM consisting of one (1)
monitoring well owned by the NCDEQ – DWM UST Section. The well will be located at 158
Arnold Road in Lexington, North Carolina, in Davidson County. This Permit is issued in
accordance with the application received on December 2, 2022 in conformity with specifications
and supporting data, all of which are filed with the Department of Environmental Quality and are
considered integral parts of this Permit.

This Permit is for well construction only, and does not waive any provision or requirement of any
other applicable law or regulation. Construction of any well under this Permit shall be in strict
compliance with the North Carolina Well Construction Regulations and Standards (15A NCAC
02C .0100), and other State and Local Laws and regulations pertaining to well construction.

If any requirements or limitations specified in this Permit are unacceptable, you have a right to an
adjudicatory hearing upon written request within 30 days of receipt of this Permit. The request
must be in the form of a written petition conforming to Chapter 150B of the North Carolina General
Statutes and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
North Carolina 27699-6714. Unless such a demand is made, this Permit is final and binding.

This Permit will be effective for one year from the date of its issuance and shall be subject to other
specified conditions, limitations, or exceptions as follows:

North Carolina Department of Environmental Quality | Division of Water Resources
Winston-Salem Regional Office | 450 W. Hanes Mill Rd, Suite 300 | Raleigh, North Carolina 27105
336.776.9800

1. Issuance of this Permit does not obligate reimbursement from State trust funds, if these
wells are being installed as part of an investigation for contamination from an underground
storage tank or dry cleaner incident.
2. Issuance of this Permit does not supersede any other agreement, permit, or requirement
issued by another agency.
3. The well(s) shall be located and constructed as shown on the attachments submitted as part
of the Permit application.
4. Each well shall have a Well Contractor Identification Plate in accordance with 15A NCAC
02C .0108(o).
5. Well construction records (GW-1) for each well shall be submitted to the Division of Water
Resources’ Information Processing Unit within 30 days of the well completion.
6. When the well is discontinued or abandoned, it shall be abandoned in accordance with 15A
NCAC 02C .0113 and a well abandonment record (GW-30) shall be submitted to the
Division of Water Resources’ Information Processing Unit within 30 days of the well
abandonment.
7. The County Health Department may require a county monitoring well construction permit.
Please contact the health department for their requirements.

Permit issued the 12th day of December, 2022

FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION

_______________________________________________
Lon T. Snider, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ - WSRO

By Authority of the Environmental Management Commission

Permit No. # WM0401418

APPENDIX B
WELL CONSTRUCTION RECORDS AND BORING LOGS
WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
1.Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2.Well Construction Permit #: List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.)
3.Well Use (check well use):
Water Supply Well: □Agricultural □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single) □Industrial/Commercial □Residential Water Supply (shared) □Irrigation □Wells > 100,000 GPDNon-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation □Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control □Geothermal (Closed Loop)□Tracer □Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient)
N W
6.Is(are) the well(s): □Permanent or □Temporary
7.Is this a repair to an existing well: □Yes or □No
If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wellsdrilled:
9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′)
10.Static water level below top of casing: (ft.) If water level is above casing, use “+”
11. Borehole diameter: (in.)
12. Well construction method:(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)FROM TO DIAMETER THICKNESS MATERIAL ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREENFROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22.Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner.
23.Site diagram or additional well details:You may use the back of this page to provide additional well construction info (add 'See Over' in Remarks Box). You may also attach additional pages if necessary.
24.SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR), Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC) Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open-Loop Geothermal Return Wells: Copy to the county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA Permit Program, 1611 MSC, Raleigh, NC 27699-1611
DAVID HALL
A - 4459
GEOLOGIC EXPLORATION

0.0 5.0 SCH 40
5.0 20.0 .010
l
0.0 PORTLAND BENTONITE
4.0 20-40
0.0 ASPHALT 01/09/23 MW-12 0.5 GRAVEL
1.0 SILTY CLAY
CROSSROADS CENTER - C
134 ARNOLD ROAD LEXINGTON 27295
DAVIDSON BENTONITE SEAL ~ 3.0 - 4.0 FEET
35° 52' 02.48" 80° 15' 02.58"01/10/23
l
20.0
12.0
8.0
AUGER
PVC
SCH 40 PVC
2.0

2.0
3.0
20.0
0.5
1.0
20.0
FINE SILICA SAND
SLURRY
02-13-2023 C:\Users\william.quarles\Documents\Work Files\NCDEQ State-Lead temp\CrossRoads\MW-12.borClient: NCDEQ State Lead Program
ATC Project No. SLC4491902
Lexington, North Carolina
134 Arnold Road
Crossroad Center - C
ppm = parts per million
ft bgs = Feet Below Ground Surface.
MONITORING WELL: MW-12
(Page 1 of 1)
Date(s) Drilled : 01/09/2023
Drilling Contractor : Geologic Exploration
Drilling Method : Hollow Stem Auger
Boring Diameter : Diameter = 8"
Logged By : Kyle Harris
Depth in Feet (BGS)0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22 USCSGRAPHICDESCRIPTION PID
(ppm)
0
0.2
416
401
Elev.: 98.62
Well: MW-12
Grout
Bentonite
Filter Sand
Cover
Inner Casing
Well Screen
Asphalt
GW
ML
ML
ML
Asphalt
Gravel
Red/brown clayey SILT, dry
Red/brown clayey SILT, moist
Red/brown clayey SILT, wet
END OF BORING
WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
1.Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2.Well Construction Permit #: List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.)
3.Well Use (check well use):
Water Supply Well: □Agricultural □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single) □Industrial/Commercial □Residential Water Supply (shared) □Irrigation □Wells > 100,000 GPDNon-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation □Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control □Geothermal (Closed Loop)□Tracer □Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient)
N W
6.Is(are) the well(s): □Permanent or □Temporary
7.Is this a repair to an existing well: □Yes or □No
If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back of this form.
8. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wellsdrilled:
9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′)
10.Static water level below top of casing: (ft.) If water level is above casing, use “+”
11. Borehole diameter: (in.)
12. Well construction method:(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)FROM TO DIAMETER THICKNESS MATERIAL ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREENFROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22.Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner.
23.Site diagram or additional well details:You may use the back of this page to provide additional well construction info (add 'See Over' in Remarks Box). You may also attach additional pages if necessary.
24.SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR), Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC) Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open-Loop Geothermal Return Wells: Copy to the county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA Permit Program, 1611 MSC, Raleigh, NC 27699-1611
DAVID HALL
A - 4459
GEOLOGIC EXPLORATION

0.0 5.0 SCH 40
5.0 20.0 .010
l
0.0 PORTLAND BENTONITE
4.0 20-40
0.0 SILTY CLAY 01/09/23 MW-13
CROSSROADS CENTER - C
134 ARNOLD ROAD LEXINGTON 27295
DAVIDSON BENTONITE SEAL ~ 3.0 - 4.0 FEET
35° 52' 02.48" 80° 15' 02.58"01/10/23
l
20.0
12.0
8.0
AUGER
PVC
SCH 40 PVC
2.0

2.0
3.0
20.0
20.0
FINE SILICA SAND
SLURRY
02-13-2023 C:\Users\william.quarles\Documents\Work Files\NCDEQ State-Lead temp\CrossRoads\MW-13.borClient: NCDEQ State Lead Program
ATC Project No. SLC4491902
Lexington, North Carolina
134 Arnold Road
Crossroad Center - C
ppm = parts per million
ft bgs = Feet Below Ground Surface.
MONITORING WELL: MW-13
(Page 1 of 1)
Date(s) Drilled : 01/09/2023
Drilling Contractor : Geologic Exploration
Drilling Method : Hollow Stem Auger
Boring Diameter : Diameter = 8"
Logged By : Kyle Harris
Depth in Feet (BGS)0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25 USCSGRAPHICDESCRIPTION PID
(ppm)
0
0
0
0
Elev.: 96.39
Well: MW-13
Grout
Bentonite
Filter Sand
Cover
Inner Casing
Well Screen
ML
ML
ML
Red/brown clayey SILT, dry
Red/brown clayey SILT, moist
Red/brown clayey SILT, wet
End of Boring

APPENDIX C
FIELD LOGS AND PHOTOGRAPHS
ATC Associates of North Carolina, P.C.
7606 Whitehall Exec Ctr Dr, Ste 800
Charlotte, NC 28273
[phone]
PHOTOGRAPHS
ATC PROJECT NO: SLC4491902
REVIEWED BY: AQ SCALE: NTS DATE: 2/2023
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, NC 27295
NCDEQ UST Incident # 44919
Photo # 2: Monitoring well MW-12 during drilling (1/9/2023)
Photo # 1: Monitoring well MW-12 prior to drilling (1/9/2023)
ATC Associates of North Carolina, P.C.
7606 Whitehall Exec Ctr Dr, Ste 800
Charlotte, NC 28273
[phone]
PHOTOGRAPHS
ATC PROJECT NO: SLC4491902
REVIEWED BY: AQ SCALE: NTS DATE: 2/2023
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, NC 27295
NCDEQ UST Incident # 44919
Photo # 4: Monitoring well MW-12 completion (1/9/2023)
Photo # 3: Monitoring well MW-12 completion (1/9/2023)
ATC Associates of North Carolina, P.C.
7606 Whitehall Exec Ctr Dr, Ste 800
Charlotte, NC 28273
[phone]
PHOTOGRAPHS
ATC PROJECT NO: SLC4491902
REVIEWED BY: AQ SCALE: NTS DATE: 2/2023
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, NC 27295
NCDEQ UST Incident # 44919
Photo # 6: Monitoring well MW-13 after completion (1/9/2023)
Photo # 5: Monitoring well MW-13 during drilling (1/9/2023)
ATC Associates of North Carolina, P.C.
7606 Whitehall Exec Ctr Dr, Ste 800
Charlotte, NC 28273
[phone]
PHOTOGRAPHS
ATC PROJECT NO: SLC4491902
REVIEWED BY: AQ SCALE: NTS DATE: 2/2023
Crossroads Center-C
134 Arnold Road
Lexington, Davidson County, NC 27295
NCDEQ UST Incident # 44919
Photo # 5: Monitoring well MW-13 after completion (1/9/2023)

APPENDIX D
LABORATORY REPORT

January 23, 2023
LIMS USE: FR - AL QUARLES
LIMS OBJECT ID: 92646869
92646869
Project:
Pace Project No.:
RE:
Al Quarles
ATC Group Services LLC
7606 Whitehall Executive Cente
Suite 800
Charlotte, NC 28273
SLC4491902 CROSSROADS CENTER-C
Dear Al Quarles:
Enclosed are the analytical results for sample(s) received by the laboratory on January 13, 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,
Taylor M Cannon
[e-mail]
Project Manager
[phone]
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
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 36
raceAnalytical
www.pacelabs.com
CERTIFICATIONS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 36
raceAnalytical
www.pacelabs.com
SAMPLE SUMMARY
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Lab ID Sample ID Matrix Date Collected Date Received
92646869001 MW-1 Water 01/13/23 10:40 01/13/23 15:55
92646869002 MW-3 Water 01/13/23 11:40 01/13/23 15:55
92646869003 MW-10 Water 01/13/23 12:00 01/13/23 15:55
92646869004 MW-12 Water 01/13/23 13:00 01/13/23 15:55
92646869005 MW-13 Water 01/13/23 13:10 01/13/23 15:55
92646869006 FB-1 Water 01/13/23 13:15 01/13/23 15:55
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
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SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92646869001 MW-1 SM 6200B 70 PASI-CCL
92646869002 MW-3 SM 6200B 70 PASI-CCL
92646869003 MW-10 SM 6200B 70 PASI-CCL
92646869004 MW-12 SM 6200B 70 PASI-CCL
92646869005 MW-13 SM 6200B 70 PASI-CCL
92646869006 FB-1 SM 6200B 70 PASI-CSAS
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.
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[phone]
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-1 Lab ID:92646869001 Collected:01/13/23 10:40 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
tert-Amyl Alcohol 798J ug/L 01/20/23 21:31 75-85-4200072820
tert-Amylmethyl ether <185 ug/L 01/20/23 21:31 994-05-820018520
Benzene 763 ug/L 01/20/23 21:31 71-43-210.0 6.9 20
Bromobenzene <5.8 ug/L 01/20/23 21:31 108-86-110.0 5.8 20
Bromochloromethane <9.4 ug/L 01/20/23 21:31 74-97-510.0 9.4 20
Bromodichloromethane <6.1 ug/L 01/20/23 21:31 75-27-410.0 6.1 20
Bromoform <6.8 ug/L 01/20/23 21:31 75-25-210.0 6.8 20
Bromomethane <33.2 ug/L 01/20/23 21:31 74-83-910033.2 20
tert-Butyl Alcohol <536 ug/L 01/20/23 21:31 75-65-0100053620
n-Butylbenzene 14.9 ug/L 01/20/23 21:31 104-51-810.0 9.8 20
sec-Butylbenzene <8.0 ug/L 01/20/23 21:31 135-98-810.0 8.0 20
tert-Butylbenzene <6.5 ug/L 01/20/23 21:31 98-06-610.0 6.5 20
tert-Butyl Formate <588 ug/L 01/20/23 21:31 762-75-4100058820
Carbon tetrachloride <6.7 ug/L 01/20/23 21:31 56-23-510.0 6.7 20
Chlorobenzene <5.7 ug/L 01/20/23 21:31 108-90-710.0 5.7 20
Chloroethane <13.0 ug/L 01/20/23 21:31 75-00-320.0 13.0 20
Chloroform <8.6 ug/L 01/20/23 21:31 67-66-310.0 8.6 20
Chloromethane <10.8 ug/L 01/20/23 21:31 74-87-320.0 10.8 20
2-Chlorotoluene <6.4 ug/L 01/20/23 21:31 95-49-810.0 6.4 20
4-Chlorotoluene <6.5 ug/L 01/20/23 21:31 106-43-410.0 6.5 20
1,2-Dibromo-3-chloropropane <6.8 ug/L 01/20/23 21:31 96-12-820.0 6.8 20
Dibromochloromethane <7.2 ug/L 01/20/23 21:31 124-48-110.0 7.2 20
1,2-Dibromoethane (EDB)<5.4 ug/L 01/20/23 21:31 106-93-410.0 5.4 20
Dibromomethane <7.9 ug/L 01/20/23 21:31 74-95-310.0 7.9 20
1,2-Dichlorobenzene <6.8 ug/L 01/20/23 21:31 95-50-110.0 6.8 20
1,3-Dichlorobenzene <6.8 ug/L 01/20/23 21:31 541-73-110.0 6.8 20
1,4-Dichlorobenzene <6.7 ug/L 01/20/23 21:31 106-46-710.0 6.7 20
Dichlorodifluoromethane <6.9 ug/L 01/20/23 21:31 75-71-810.0 6.9 20
1,1-Dichloroethane <7.3 ug/L 01/20/23 21:31 75-34-310.0 7.3 20
1,2-Dichloroethane <6.4 ug/L 01/20/23 21:31 107-06-210.0 6.4 20
1,1-Dichloroethene <7.0 ug/L 01/20/23 21:31 75-35-410.0 7.0 20
cis-1,2-Dichloroethene <7.7 ug/L 01/20/23 21:31 156-59-210.0 7.7 20
trans-1,2-Dichloroethene <7.9 ug/L 01/20/23 21:31 156-60-510.0 7.9 20
1,2-Dichloropropane <7.1 ug/L 01/20/23 21:31 78-87-510.0 7.1 20
1,3-Dichloropropane <5.7 ug/L 01/20/23 21:31 142-28-910.0 5.7 20
2,2-Dichloropropane <7.8 ug/L 01/20/23 21:31 594-20-710.0 7.8 20
1,1-Dichloropropene <8.5 ug/L 01/20/23 21:31 563-58-610.0 8.5 20
cis-1,3-Dichloropropene <7.3 ug/L 01/20/23 21:31 10061-01-510.0 7.3 20
trans-1,3-Dichloropropene <7.3 ug/L 01/20/23 21:31 10061-02-610.0 7.3 20
Diisopropyl ether <6.2 ug/L 01/20/23 21:31 108-20-310.0 6.2 20
Ethanol <1440 ug/L 01/20/23 21:31 64-17-54000144020
Ethylbenzene 1640 ug/L 01/20/23 21:31 100-41-410.0 6.1 20
Ethyl-tert-butyl ether <64.8 ug/L 01/20/23 21:31 637-92-320064.8 20
Hexachloro-1,3-butadiene <30.6 ug/L 01/20/23 21:31 87-68-340.0 30.6 20
Isopropylbenzene (Cumene)52.6 ug/L 01/20/23 21:31 98-82-810.0 6.7 20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-1 Lab ID:92646869001 Collected:01/13/23 10:40 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Methylene Chloride <39.0 ug/L 01/20/23 21:31 75-09-240.0 39.0 20
Methyl-tert-butyl ether <8.4 ug/L 01/20/23 21:31 1634-04-410.0 8.4 20
Naphthalene 354 ug/L 01/20/23 21:31 91-20-340.0 12.9 20
n-Propylbenzene 114 ug/L 01/20/23 21:31 103-65-110.0 6.8 20
Styrene 6.6J ug/L 01/20/23 21:31 100-42-510.0 5.8 20
1,1,1,2-Tetrachloroethane <6.2 ug/L 01/20/23 21:31 630-20-610.0 6.2 20
1,1,2,2-Tetrachloroethane <4.5 ug/L 01/20/23 21:31 79-34-510.0 4.5 20
Tetrachloroethene <5.8 ug/L 01/20/23 21:31 127-18-410.0 5.8 20
Toluene 1400 ug/L 01/20/23 21:31 108-88-310.0 4.8 20
1,2,3-Trichlorobenzene <16.1 ug/L 01/20/23 21:31 87-61-640.0 16.1 20
1,2,4-Trichlorobenzene <12.8 ug/L 01/20/23 21:31 120-82-140.0 12.8 20
1,1,1-Trichloroethane <6.6 ug/L 01/20/23 21:31 71-55-610.0 6.6 20
1,1,2-Trichloroethane <6.5 ug/L 01/20/23 21:31 79-00-510.0 6.5 20
Trichloroethene <7.7 ug/L 01/20/23 21:31 79-01-610.0 7.7 20
Trichlorofluoromethane <6.0 ug/L 01/20/23 21:31 75-69-420.0 6.0 20
1,2,3-Trichloropropane <5.2 ug/L 01/20/23 21:31 96-18-410.0 5.2 20
1,2,4-Trimethylbenzene 894 ug/L 01/20/23 21:31 95-63-610.0 9.9 20
1,3,5-Trimethylbenzene 216 ug/L 01/20/23 21:31 108-67-810.0 6.6 20
Vinyl chloride <7.7 ug/L 01/20/23 21:31 75-01-420.0 7.7 20
Xylene (Total)4860 ug/L 01/20/23 21:31 1330-20-720.0 6.8 20
m&p-Xylene 4380 ug/L 01/20/23 21:31 179601-23-120.0 14.2 20
o-Xylene 477 ug/L 01/20/23 21:31 95-47-610.0 6.8 20
Surrogates
1,2-Dichloroethane-d4 (S)105 %01/20/23 21:31 17060-07-070-130 20
4-Bromofluorobenzene (S)97 %01/20/23 21:31 460-00-470-130 20
Toluene-d8 (S)99 %01/20/23 21:31 2037-26-570-130 20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-3 Lab ID:92646869002 Collected:01/13/23 11:40 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
tert-Amyl Alcohol 2810 ug/L 01/20/23 22:08 75-85-4250091025
tert-Amylmethyl ether <231 ug/L 01/20/23 22:08 994-05-825023125
Benzene 2720 ug/L 01/20/23 22:08 71-43-212.5 8.6 25
Bromobenzene <7.2 ug/L 01/20/23 22:08 108-86-112.5 7.2 25
Bromochloromethane <11.7 ug/L 01/20/23 22:08 74-97-512.5 11.7 25
Bromodichloromethane <7.7 ug/L 01/20/23 22:08 75-27-412.5 7.7 25
Bromoform <8.5 ug/L 01/20/23 22:08 75-25-212.5 8.5 25
Bromomethane <41.5 ug/L 01/20/23 22:08 74-83-912541.5 25
tert-Butyl Alcohol <670 ug/L 01/20/23 22:08 75-65-0125067025
n-Butylbenzene <12.2 ug/L 01/20/23 22:08 104-51-812.5 12.2 25
sec-Butylbenzene <10.0 ug/L 01/20/23 22:08 135-98-812.5 10.0 25
tert-Butylbenzene <8.1 ug/L 01/20/23 22:08 98-06-612.5 8.1 25
tert-Butyl Formate <735 ug/L 01/20/23 22:08 762-75-4125073525
Carbon tetrachloride <8.3 ug/L 01/20/23 22:08 56-23-512.5 8.3 25
Chlorobenzene <7.1 ug/L 01/20/23 22:08 108-90-712.5 7.1 25
Chloroethane <16.2 ug/L 01/20/23 22:08 75-00-325.0 16.2 25
Chloroform <10.8 ug/L 01/20/23 22:08 67-66-312.5 10.8 25
Chloromethane <13.5 ug/L 01/20/23 22:08 74-87-325.0 13.5 25
2-Chlorotoluene <8.0 ug/L 01/20/23 22:08 95-49-812.5 8.0 25
4-Chlorotoluene <8.1 ug/L 01/20/23 22:08 106-43-412.5 8.1 25
1,2-Dibromo-3-chloropropane <8.5 ug/L 01/20/23 22:08 96-12-825.0 8.5 25
Dibromochloromethane <9.0 ug/L 01/20/23 22:08 124-48-112.5 9.0 25
1,2-Dibromoethane (EDB)<6.8 ug/L 01/20/23 22:08 106-93-412.5 6.8 25
Dibromomethane <9.8 ug/L 01/20/23 22:08 74-95-312.5 9.8 25
1,2-Dichlorobenzene <8.5 ug/L 01/20/23 22:08 95-50-112.5 8.5 25
1,3-Dichlorobenzene <8.5 ug/L 01/20/23 22:08 541-73-112.5 8.5 25
1,4-Dichlorobenzene <8.3 ug/L 01/20/23 22:08 106-46-712.5 8.3 25
Dichlorodifluoromethane <8.6 ug/L 01/20/23 22:08 75-71-812.5 8.6 25
1,1-Dichloroethane <9.2 ug/L 01/20/23 22:08 75-34-312.5 9.2 25
1,2-Dichloroethane <8.0 ug/L 01/20/23 22:08 107-06-212.5 8.0 25
1,1-Dichloroethene <8.7 ug/L 01/20/23 22:08 75-35-412.5 8.7 25
cis-1,2-Dichloroethene <9.6 ug/L 01/20/23 22:08 156-59-212.5 9.6 25
trans-1,2-Dichloroethene <9.9 ug/L 01/20/23 22:08 156-60-512.5 9.9 25
1,2-Dichloropropane <8.9 ug/L 01/20/23 22:08 78-87-512.5 8.9 25
1,3-Dichloropropane <7.1 ug/L 01/20/23 22:08 142-28-912.5 7.1 25
2,2-Dichloropropane <9.7 ug/L 01/20/23 22:08 594-20-712.5 9.7 25
1,1-Dichloropropene <10.7 ug/L 01/20/23 22:08 563-58-612.5 10.7 25
cis-1,3-Dichloropropene <9.1 ug/L 01/20/23 22:08 10061-01-512.5 9.1 25
trans-1,3-Dichloropropene <9.1 ug/L 01/20/23 22:08 10061-02-612.5 9.1 25
Diisopropyl ether 46.9 ug/L 01/20/23 22:08 108-20-312.5 7.7 25
Ethanol <1800 ug/L 01/20/23 22:08 64-17-55000180025
Ethylbenzene 514 ug/L 01/20/23 22:08 100-41-412.5 7.6 25
Ethyl-tert-butyl ether <81.0 ug/L 01/20/23 22:08 637-92-325081.0 25
Hexachloro-1,3-butadiene <38.2 ug/L 01/20/23 22:08 87-68-350.0 38.2 25
Isopropylbenzene (Cumene)32.6 ug/L 01/20/23 22:08 98-82-812.5 8.3 25
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
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[phone]
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-3 Lab ID:92646869002 Collected:01/13/23 11:40 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Methylene Chloride <48.8 ug/L 01/20/23 22:08 75-09-250.0 48.8 25
Methyl-tert-butyl ether <10.6 ug/L 01/20/23 22:08 1634-04-412.5 10.6 25
Naphthalene 139 ug/L 01/20/23 22:08 91-20-350.0 16.1 25
n-Propylbenzene 55.7 ug/L 01/20/23 22:08 103-65-112.5 8.5 25
Styrene <7.3 ug/L 01/20/23 22:08 100-42-512.5 7.3 25
1,1,1,2-Tetrachloroethane <7.8 ug/L 01/20/23 22:08 630-20-612.5 7.8 25
1,1,2,2-Tetrachloroethane <5.6 ug/L 01/20/23 22:08 79-34-512.5 5.6 25
Tetrachloroethene <7.3 ug/L 01/20/23 22:08 127-18-412.5 7.3 25
Toluene 43.3 ug/L 01/20/23 22:08 108-88-312.5 6.0 25
1,2,3-Trichlorobenzene <20.2 ug/L 01/20/23 22:08 87-61-650.0 20.2 25
1,2,4-Trichlorobenzene <16.0 ug/L 01/20/23 22:08 120-82-150.0 16.0 25
1,1,1-Trichloroethane <8.3 ug/L 01/20/23 22:08 71-55-612.5 8.3 25
1,1,2-Trichloroethane <8.1 ug/L 01/20/23 22:08 79-00-512.5 8.1 25
Trichloroethene <9.6 ug/L 01/20/23 22:08 79-01-612.5 9.6 25
Trichlorofluoromethane <7.4 ug/L 01/20/23 22:08 75-69-425.0 7.4 25
1,2,3-Trichloropropane <6.5 ug/L 01/20/23 22:08 96-18-412.5 6.5 25
1,2,4-Trimethylbenzene <12.4 ug/L 01/20/23 22:08 95-63-612.5 12.4 25
1,3,5-Trimethylbenzene <8.3 ug/L 01/20/23 22:08 108-67-812.5 8.3 25
Vinyl chloride <9.6 ug/L 01/20/23 22:08 75-01-425.0 9.6 25
Xylene (Total)11.1J ug/L 01/20/23 22:08 1330-20-725.0 8.4 25
m&p-Xylene <17.7 ug/L 01/20/23 22:08 179601-23-125.0 17.7 25
o-Xylene 11.1J ug/L 01/20/23 22:08 95-47-612.5 8.4 25
Surrogates
1,2-Dichloroethane-d4 (S)108 %01/20/23 22:08 17060-07-070-130 25
4-Bromofluorobenzene (S)96 %01/20/23 22:08 460-00-470-130 25
Toluene-d8 (S)99 %01/20/23 22:08 2037-26-570-130 25
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-10 Lab ID:92646869003 Collected:01/13/23 12:00 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
tert-Amyl Alcohol <4550 ug/L 01/20/23 22:44 75-85-4125004550125
tert-Amylmethyl ether <1160 ug/L 01/20/23 22:44 994-05-812501160125
Benzene 6590 ug/L 01/20/23 22:44 71-43-262.5 43.1 125
Bromobenzene <36.2 ug/L 01/20/23 22:44 108-86-162.5 36.2 125
Bromochloromethane <58.5 ug/L 01/20/23 22:44 74-97-562.5 58.5 125
Bromodichloromethane <38.4 ug/L 01/20/23 22:44 75-27-462.5 38.4 125
Bromoform <42.6 ug/L 01/20/23 22:44 75-25-262.5 42.6 125
Bromomethane <208 ug/L 01/20/23 22:44 74-83-9625208125
tert-Butyl Alcohol <3350 ug/L 01/20/23 22:44 75-65-062503350125
n-Butylbenzene <61.2 ug/L 01/20/23 22:44 104-51-862.5 61.2 125
sec-Butylbenzene <50.0 ug/L 01/20/23 22:44 135-98-862.5 50.0 125
tert-Butylbenzene <40.4 ug/L 01/20/23 22:44 98-06-662.5 40.4 125
tert-Butyl Formate <3680 ug/L 01/20/23 22:44 762-75-462503680125
Carbon tetrachloride <41.6 ug/L 01/20/23 22:44 56-23-562.5 41.6 125
Chlorobenzene <35.5 ug/L 01/20/23 22:44 108-90-762.5 35.5 125
Chloroethane <81.1 ug/L 01/20/23 22:44 75-00-312581.1 125
Chloroform <53.8 ug/L 01/20/23 22:44 67-66-362.5 53.8 125
Chloromethane <67.5 ug/L 01/20/23 22:44 74-87-312567.5 125
2-Chlorotoluene <40.1 ug/L 01/20/23 22:44 95-49-862.5 40.1 125
4-Chlorotoluene <40.5 ug/L 01/20/23 22:44 106-43-462.5 40.5 125
1,2-Dibromo-3-chloropropane <42.5 ug/L 01/20/23 22:44 96-12-812542.5 125
Dibromochloromethane <44.9 ug/L 01/20/23 22:44 124-48-162.5 44.9 125
1,2-Dibromoethane (EDB)<34.0 ug/L 01/20/23 22:44 106-93-462.5 34.0 125
Dibromomethane <49.2 ug/L 01/20/23 22:44 74-95-362.5 49.2 125
1,2-Dichlorobenzene <42.4 ug/L 01/20/23 22:44 95-50-162.5 42.4 125
1,3-Dichlorobenzene <42.5 ug/L 01/20/23 22:44 541-73-162.5 42.5 125
1,4-Dichlorobenzene <41.6 ug/L 01/20/23 22:44 106-46-762.5 41.6 125
Dichlorodifluoromethane <43.2 ug/L 01/20/23 22:44 75-71-862.5 43.2 125
1,1-Dichloroethane <45.9 ug/L 01/20/23 22:44 75-34-362.5 45.9 125
1,2-Dichloroethane <40.2 ug/L 01/20/23 22:44 107-06-262.5 40.2 125
1,1-Dichloroethene <43.5 ug/L 01/20/23 22:44 75-35-462.5 43.5 125
cis-1,2-Dichloroethene <48.0 ug/L 01/20/23 22:44 156-59-262.5 48.0 125
trans-1,2-Dichloroethene <49.5 ug/L 01/20/23 22:44 156-60-562.5 49.5 125
1,2-Dichloropropane <44.4 ug/L 01/20/23 22:44 78-87-562.5 44.4 125
1,3-Dichloropropane <35.5 ug/L 01/20/23 22:44 142-28-962.5 35.5 125
2,2-Dichloropropane <48.5 ug/L 01/20/23 22:44 594-20-762.5 48.5 125
1,1-Dichloropropene <53.4 ug/L 01/20/23 22:44 563-58-662.5 53.4 125
cis-1,3-Dichloropropene <45.6 ug/L 01/20/23 22:44 10061-01-562.5 45.6 125
trans-1,3-Dichloropropene <45.4 ug/L 01/20/23 22:44 10061-02-662.5 45.4 125
Diisopropyl ether 40.6J ug/L 01/20/23 22:44 108-20-362.5 38.5 125
Ethanol <9020 ug/L 01/20/23 22:44 64-17-5250009020125
Ethylbenzene 2010 ug/L 01/20/23 22:44 100-41-462.5 38.0 125
Ethyl-tert-butyl ether <405 ug/L 01/20/23 22:44 637-92-31250405125
Hexachloro-1,3-butadiene <191 ug/L 01/20/23 22:44 87-68-3250191125
Isopropylbenzene (Cumene)74.3 ug/L 01/20/23 22:44 98-82-862.5 41.6 125
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-10 Lab ID:92646869003 Collected:01/13/23 12:00 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Methylene Chloride <244 ug/L 01/20/23 22:44 75-09-2250244125
Methyl-tert-butyl ether <52.8 ug/L 01/20/23 22:44 1634-04-462.5 52.8 125
Naphthalene 414 ug/L 01/20/23 22:44 91-20-325080.6 125
n-Propylbenzene 175 ug/L 01/20/23 22:44 103-65-162.5 42.5 125
Styrene <36.5 ug/L 01/20/23 22:44 100-42-562.5 36.5 125
1,1,1,2-Tetrachloroethane <38.9 ug/L 01/20/23 22:44 630-20-662.5 38.9 125
1,1,2,2-Tetrachloroethane <28.1 ug/L 01/20/23 22:44 79-34-562.5 28.1 125
Tetrachloroethene <36.5 ug/L 01/20/23 22:44 127-18-462.5 36.5 125
Toluene 14900 ug/L 01/20/23 22:44 108-88-362.5 29.9 125
1,2,3-Trichlorobenzene <101 ug/L 01/20/23 22:44 87-61-6250101125
1,2,4-Trichlorobenzene <79.9 ug/L 01/20/23 22:44 120-82-125079.9 125
1,1,1-Trichloroethane <41.5 ug/L 01/20/23 22:44 71-55-662.5 41.5 125
1,1,2-Trichloroethane <40.6 ug/L 01/20/23 22:44 79-00-562.5 40.6 125
Trichloroethene <47.9 ug/L 01/20/23 22:44 79-01-662.5 47.9 125
Trichlorofluoromethane <37.2 ug/L 01/20/23 22:44 75-69-412537.2 125
1,2,3-Trichloropropane <32.6 ug/L 01/20/23 22:44 96-18-462.5 32.6 125
1,2,4-Trimethylbenzene 1190 ug/L 01/20/23 22:44 95-63-662.5 61.9 125
1,3,5-Trimethylbenzene 278 ug/L 01/20/23 22:44 108-67-862.5 41.5 125
Vinyl chloride <48.2 ug/L 01/20/23 22:44 75-01-412548.2 125
Xylene (Total)7560 ug/L 01/20/23 22:44 1330-20-712542.2 125
m&p-Xylene 5620 ug/L 01/20/23 22:44 179601-23-112588.6 125
o-Xylene 1940 ug/L 01/20/23 22:44 95-47-662.5 42.2 125
Surrogates
1,2-Dichloroethane-d4 (S)108 %01/20/23 22:44 17060-07-070-130 125
4-Bromofluorobenzene (S)97 %01/20/23 22:44 460-00-470-130 125
Toluene-d8 (S)100 %01/20/23 22:44 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: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 36
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-12 Lab ID:92646869004 Collected:01/13/23 13:00 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
tert-Amyl Alcohol 170 ug/L 01/20/23 20:55 75-85-410036.4 1
tert-Amylmethyl ether <9.2 ug/L 01/20/23 20:55 994-05-810.0 9.2 1
Benzene 77.0 ug/L 01/20/23 20:55 71-43-20.50 0.34 1
Bromobenzene <0.29 ug/L 01/20/23 20:55 108-86-10.50 0.29 1
Bromochloromethane <0.47 ug/L 01/20/23 20:55 74-97-50.50 0.47 1
Bromodichloromethane <0.31 ug/L 01/20/23 20:55 75-27-40.50 0.31 1
Bromoform <0.34 ug/L 01/20/23 20:55 75-25-20.50 0.34 1
Bromomethane <1.7 ug/L 01/20/23 20:55 74-83-95.0 1.7 1
tert-Butyl Alcohol <26.8 ug/L 01/20/23 20:55 75-65-050.0 26.8 1
n-Butylbenzene 17.6 ug/L 01/20/23 20:55 104-51-80.50 0.49 1
sec-Butylbenzene 10.1 ug/L 01/20/23 20:55 135-98-80.50 0.40 1
tert-Butylbenzene <0.32 ug/L 01/20/23 20:55 98-06-60.50 0.32 1
tert-Butyl Formate <29.4 ug/L 01/20/23 20:55 762-75-450.0 29.4 1
Carbon tetrachloride <0.33 ug/L 01/20/23 20:55 56-23-50.50 0.33 1
Chlorobenzene <0.28 ug/L 01/20/23 20:55 108-90-70.50 0.28 1
Chloroethane <0.65 ug/L 01/20/23 20:55 75-00-31.0 0.65 1
Chloroform 2.3 ug/L 01/20/23 20:55 67-66-30.50 0.43 1
Chloromethane <0.54 ug/L 01/20/23 20:55 74-87-31.0 0.54 1
2-Chlorotoluene <0.32 ug/L 01/20/23 20:55 95-49-80.50 0.32 1
4-Chlorotoluene <0.32 ug/L 01/20/23 20:55 106-43-40.50 0.32 1
1,2-Dibromo-3-chloropropane <0.34 ug/L 01/20/23 20:55 96-12-81.0 0.34 1
Dibromochloromethane <0.36 ug/L 01/20/23 20:55 124-48-10.50 0.36 1
1,2-Dibromoethane (EDB)<0.27 ug/L 01/20/23 20:55 106-93-40.50 0.27 1
Dibromomethane <0.39 ug/L 01/20/23 20:55 74-95-30.50 0.39 1
1,2-Dichlorobenzene <0.34 ug/L 01/20/23 20:55 95-50-10.50 0.34 1
1,3-Dichlorobenzene <0.34 ug/L 01/20/23 20:55 541-73-10.50 0.34 1
1,4-Dichlorobenzene <0.33 ug/L 01/20/23 20:55 106-46-70.50 0.33 1
Dichlorodifluoromethane <0.35 ug/L 01/20/23 20:55 75-71-80.50 0.35 1
1,1-Dichloroethane <0.37 ug/L 01/20/23 20:55 75-34-30.50 0.37 1
1,2-Dichloroethane <0.32 ug/L 01/20/23 20:55 107-06-20.50 0.32 1
1,1-Dichloroethene <0.35 ug/L 01/20/23 20:55 75-35-40.50 0.35 1
cis-1,2-Dichloroethene <0.38 ug/L 01/20/23 20:55 156-59-20.50 0.38 1
trans-1,2-Dichloroethene <0.40 ug/L 01/20/23 20:55 156-60-50.50 0.40 1
1,2-Dichloropropane <0.36 ug/L 01/20/23 20:55 78-87-50.50 0.36 1
1,3-Dichloropropane <0.28 ug/L 01/20/23 20:55 142-28-90.50 0.28 1
2,2-Dichloropropane <0.39 ug/L 01/20/23 20:55 594-20-70.50 0.39 1
1,1-Dichloropropene <0.43 ug/L 01/20/23 20:55 563-58-60.50 0.43 1
cis-1,3-Dichloropropene <0.36 ug/L 01/20/23 20:55 10061-01-50.50 0.36 1
trans-1,3-Dichloropropene <0.36 ug/L 01/20/23 20:55 10061-02-60.50 0.36 1
Diisopropyl ether <0.31 ug/L 01/20/23 20:55 108-20-30.50 0.31 1
Ethanol <72.2 ug/L 01/20/23 20:55 64-17-520072.2 1
Ethylbenzene 6.5 ug/L 01/20/23 20:55 100-41-40.50 0.30 1
Ethyl-tert-butyl ether <3.2 ug/L 01/20/23 20:55 637-92-310.0 3.2 1
Hexachloro-1,3-butadiene <1.5 ug/L 01/20/23 20:55 87-68-32.0 1.5 1
Isopropylbenzene (Cumene)49.8 ug/L 01/20/23 20:55 98-82-80.50 0.33 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 36
raceAnalytical
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-12 Lab ID:92646869004 Collected:01/13/23 13:00 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Methylene Chloride <2.0 ug/L 01/20/23 20:55 75-09-22.0 2.0 1
Methyl-tert-butyl ether <0.42 ug/L 01/20/23 20:55 1634-04-40.50 0.42 1
Naphthalene 125 ug/L 01/20/23 20:55 91-20-32.0 0.64 1
n-Propylbenzene 25.0 ug/L 01/20/23 20:55 103-65-10.50 0.34 1
Styrene <0.29 ug/L 01/20/23 20:55 100-42-50.50 0.29 1
1,1,1,2-Tetrachloroethane <0.31 ug/L 01/20/23 20:55 630-20-60.50 0.31 1
1,1,2,2-Tetrachloroethane <0.22 ug/L 01/20/23 20:55 79-34-50.50 0.22 1
Tetrachloroethene <0.29 ug/L 01/20/23 20:55 127-18-40.50 0.29 1
Toluene 0.89 ug/L 01/20/23 20:55 108-88-30.50 0.24 1
1,2,3-Trichlorobenzene <0.81 ug/L 01/20/23 20:55 87-61-62.0 0.81 1
1,2,4-Trichlorobenzene <0.64 ug/L 01/20/23 20:55 120-82-12.0 0.64 1
1,1,1-Trichloroethane <0.33 ug/L 01/20/23 20:55 71-55-60.50 0.33 1
1,1,2-Trichloroethane <0.32 ug/L 01/20/23 20:55 79-00-50.50 0.32 1
Trichloroethene <0.38 ug/L 01/20/23 20:55 79-01-60.50 0.38 1
Trichlorofluoromethane <0.30 ug/L 01/20/23 20:55 75-69-41.0 0.30 1
1,2,3-Trichloropropane <0.26 ug/L 01/20/23 20:55 96-18-40.50 0.26 1
1,2,4-Trimethylbenzene 106 ug/L 01/20/23 20:55 95-63-60.50 0.50 1
1,3,5-Trimethylbenzene 9.4 ug/L 01/20/23 20:55 108-67-80.50 0.33 1
Vinyl chloride <0.39 ug/L 01/20/23 20:55 75-01-41.0 0.39 1
Xylene (Total)18.8 ug/L 01/20/23 20:55 1330-20-71.0 0.34 1
m&p-Xylene 6.6 ug/L 01/20/23 20:55 179601-23-11.0 0.71 1
o-Xylene 12.2 ug/L 01/20/23 20:55 95-47-60.50 0.34 1
Surrogates
1,2-Dichloroethane-d4 (S)106 %01/20/23 20:55 17060-07-070-130 1
4-Bromofluorobenzene (S)100 %01/20/23 20:55 460-00-470-130 1
Toluene-d8 (S)96 %01/20/23 20:55 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 36
raceAnalytical
www.pacelabs.com
ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-13 Lab ID:92646869005 Collected:01/13/23 13:10 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
tert-Amyl Alcohol 312 ug/L 01/23/23 14:16 75-85-410036.4 1
tert-Amylmethyl ether <9.2 ug/L 01/23/23 14:16 994-05-810.0 9.2 1
Benzene 4.9 ug/L 01/23/23 14:16 71-43-20.50 0.34 1
Bromobenzene <0.29 ug/L 01/23/23 14:16 108-86-10.50 0.29 1
Bromochloromethane <0.47 ug/L 01/23/23 14:16 74-97-50.50 0.47 1
Bromodichloromethane <0.31 ug/L 01/23/23 14:16 75-27-40.50 0.31 1
Bromoform <0.34 ug/L 01/23/23 14:16 75-25-20.50 0.34 1
Bromomethane <1.7 ug/L 01/23/23 14:16 74-83-95.0 1.7 1
tert-Butyl Alcohol <26.8 ug/L 01/23/23 14:16 75-65-050.0 26.8 1
n-Butylbenzene <0.49 ug/L 01/23/23 14:16 104-51-80.50 0.49 1
sec-Butylbenzene 1.4 ug/L 01/23/23 14:16 135-98-80.50 0.40 1
tert-Butylbenzene <0.32 ug/L 01/23/23 14:16 98-06-60.50 0.32 1
tert-Butyl Formate <29.4 ug/L 01/23/23 14:16 762-75-450.0 29.4 1
Carbon tetrachloride <0.33 ug/L 01/23/23 14:16 56-23-50.50 0.33 1
Chlorobenzene <0.28 ug/L 01/23/23 14:16 108-90-70.50 0.28 1
Chloroethane <0.65 ug/L 01/23/23 14:16 75-00-31.0 0.65 1
Chloroform <0.43 ug/L 01/23/23 14:16 67-66-30.50 0.43 1
Chloromethane <0.54 ug/L 01/23/23 14:16 74-87-31.0 0.54 1
2-Chlorotoluene <0.32 ug/L 01/23/23 14:16 95-49-80.50 0.32 1
4-Chlorotoluene <0.32 ug/L 01/23/23 14:16 106-43-40.50 0.32 1
1,2-Dibromo-3-chloropropane <0.34 ug/L 01/23/23 14:16 96-12-81.0 0.34 1
Dibromochloromethane <0.36 ug/L 01/23/23 14:16 124-48-10.50 0.36 1
1,2-Dibromoethane (EDB)<0.27 ug/L 01/23/23 14:16 106-93-40.50 0.27 1
Dibromomethane <0.39 ug/L 01/23/23 14:16 74-95-30.50 0.39 1
1,2-Dichlorobenzene <0.34 ug/L 01/23/23 14:16 95-50-10.50 0.34 1
1,3-Dichlorobenzene <0.34 ug/L 01/23/23 14:16 541-73-10.50 0.34 1
1,4-Dichlorobenzene <0.33 ug/L 01/23/23 14:16 106-46-70.50 0.33 1
Dichlorodifluoromethane <0.35 ug/L 01/23/23 14:16 75-71-80.50 0.35 1
1,1-Dichloroethane <0.37 ug/L 01/23/23 14:16 75-34-30.50 0.37 1
1,2-Dichloroethane <0.32 ug/L 01/23/23 14:16 107-06-20.50 0.32 1
1,1-Dichloroethene <0.35 ug/L 01/23/23 14:16 75-35-40.50 0.35 1
cis-1,2-Dichloroethene <0.38 ug/L 01/23/23 14:16 156-59-20.50 0.38 1
trans-1,2-Dichloroethene <0.40 ug/L 01/23/23 14:16 156-60-50.50 0.40 1
1,2-Dichloropropane <0.36 ug/L 01/23/23 14:16 78-87-50.50 0.36 1
1,3-Dichloropropane <0.28 ug/L 01/23/23 14:16 142-28-90.50 0.28 1
2,2-Dichloropropane <0.39 ug/L 01/23/23 14:16 594-20-70.50 0.39 1
1,1-Dichloropropene <0.43 ug/L 01/23/23 14:16 563-58-60.50 0.43 1
cis-1,3-Dichloropropene <0.36 ug/L 01/23/23 14:16 10061-01-50.50 0.36 1
trans-1,3-Dichloropropene <0.36 ug/L 01/23/23 14:16 10061-02-60.50 0.36 1
Diisopropyl ether 0.33J ug/L 01/23/23 14:16 108-20-30.50 0.31 1
Ethanol 166J ug/L 01/23/23 14:16 64-17-520072.2 1
Ethylbenzene <0.30 ug/L 01/23/23 14:16 100-41-40.50 0.30 1
Ethyl-tert-butyl ether <3.2 ug/L 01/23/23 14:16 637-92-310.0 3.2 1
Hexachloro-1,3-butadiene <1.5 ug/L 01/23/23 14:16 87-68-32.0 1.5 1
Isopropylbenzene (Cumene)1.0 ug/L 01/23/23 14:16 98-82-80.50 0.33 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 36
raceAnalytical
www.pacelabs.com
ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:MW-13 Lab ID:92646869005 Collected:01/13/23 13:10 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Methylene Chloride <2.0 ug/L 01/23/23 14:16 75-09-22.0 2.0 1
Methyl-tert-butyl ether 0.72 ug/L 01/23/23 14:16 1634-04-40.50 0.42 1
Naphthalene 1.1J ug/L 01/23/23 14:16 91-20-32.0 0.64 1
n-Propylbenzene <0.34 ug/L 01/23/23 14:16 103-65-10.50 0.34 1
Styrene <0.29 ug/L 01/23/23 14:16 100-42-50.50 0.29 1
1,1,1,2-Tetrachloroethane <0.31 ug/L 01/23/23 14:16 630-20-60.50 0.31 1
1,1,2,2-Tetrachloroethane <0.22 ug/L 01/23/23 14:16 79-34-50.50 0.22 1
Tetrachloroethene <0.29 ug/L 01/23/23 14:16 127-18-40.50 0.29 1
Toluene 0.46J ug/L 01/23/23 14:16 108-88-30.50 0.24 1
1,2,3-Trichlorobenzene <0.81 ug/L 01/23/23 14:16 87-61-62.0 0.81 1
1,2,4-Trichlorobenzene <0.64 ug/L 01/23/23 14:16 120-82-12.0 0.64 1
1,1,1-Trichloroethane <0.33 ug/L 01/23/23 14:16 71-55-60.50 0.33 1
1,1,2-Trichloroethane <0.32 ug/L 01/23/23 14:16 79-00-50.50 0.32 1
Trichloroethene <0.38 ug/L 01/23/23 14:16 79-01-60.50 0.38 1
Trichlorofluoromethane <0.30 ug/L 01/23/23 14:16 75-69-41.0 0.30 1
1,2,3-Trichloropropane <0.26 ug/L 01/23/23 14:16 96-18-40.50 0.26 1
1,2,4-Trimethylbenzene <0.50 ug/L 01/23/23 14:16 95-63-60.50 0.50 1
1,3,5-Trimethylbenzene <0.33 ug/L 01/23/23 14:16 108-67-80.50 0.33 1
Vinyl chloride <0.39 ug/L 01/23/23 14:16 75-01-41.0 0.39 1
Xylene (Total)<0.34 ug/L 01/23/23 14:16 1330-20-71.0 0.34 1
m&p-Xylene <0.71 ug/L 01/23/23 14:16 179601-23-11.0 0.71 1
o-Xylene <0.34 ug/L 01/23/23 14:16 95-47-60.50 0.34 1
Surrogates
1,2-Dichloroethane-d4 (S)115 %01/23/23 14:16 17060-07-070-130 1
4-Bromofluorobenzene (S)100 %01/23/23 14:16 460-00-470-130 1
Toluene-d8 (S)101 %01/23/23 14:16 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 36
raceAnalytical
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:FB-1 Lab ID:92646869006 Collected:01/13/23 13:15 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
tert-Amyl Alcohol <36.4 ug/L 01/17/23 14:53 75-85-410036.4 1
tert-Amylmethyl ether <9.2 ug/L 01/17/23 14:53 994-05-810.0 9.2 1
Benzene <0.34 ug/L 01/17/23 14:53 71-43-20.50 0.34 1
Bromobenzene <0.29 ug/L 01/17/23 14:53 108-86-10.50 0.29 1
Bromochloromethane <0.47 ug/L 01/17/23 14:53 74-97-50.50 0.47 1
Bromodichloromethane <0.31 ug/L 01/17/23 14:53 75-27-40.50 0.31 1
Bromoform <0.34 ug/L 01/17/23 14:53 75-25-20.50 0.34 1
Bromomethane <1.7 ug/L 01/17/23 14:53 74-83-95.0 1.7 1
tert-Butyl Alcohol <26.8 ug/L 01/17/23 14:53 75-65-050.0 26.8 1
n-Butylbenzene <0.49 ug/L 01/17/23 14:53 104-51-80.50 0.49 1
sec-Butylbenzene <0.40 ug/L 01/17/23 14:53 135-98-80.50 0.40 1
tert-Butylbenzene <0.32 ug/L 01/17/23 14:53 98-06-60.50 0.32 1
tert-Butyl Formate <29.4 ug/L 01/17/23 14:53 762-75-450.0 29.4 1
Carbon tetrachloride <0.33 ug/L 01/17/23 14:53 56-23-50.50 0.33 1
Chlorobenzene <0.28 ug/L 01/17/23 14:53 108-90-70.50 0.28 1
Chloroethane <0.65 ug/L 01/17/23 14:53 75-00-31.0 0.65 1
Chloroform <0.43 ug/L 01/17/23 14:53 67-66-30.50 0.43 1
Chloromethane <0.54 ug/L 01/17/23 14:53 74-87-31.0 0.54 1
2-Chlorotoluene <0.32 ug/L 01/17/23 14:53 95-49-80.50 0.32 1
4-Chlorotoluene <0.32 ug/L 01/17/23 14:53 106-43-40.50 0.32 1
1,2-Dibromo-3-chloropropane <0.34 ug/L 01/17/23 14:53 96-12-81.0 0.34 1
Dibromochloromethane <0.36 ug/L 01/17/23 14:53 124-48-10.50 0.36 1
1,2-Dibromoethane (EDB)<0.27 ug/L 01/17/23 14:53 106-93-40.50 0.27 1
Dibromomethane <0.39 ug/L 01/17/23 14:53 74-95-30.50 0.39 1
1,2-Dichlorobenzene <0.34 ug/L 01/17/23 14:53 95-50-10.50 0.34 1
1,3-Dichlorobenzene <0.34 ug/L 01/17/23 14:53 541-73-10.50 0.34 1
1,4-Dichlorobenzene <0.33 ug/L 01/17/23 14:53 106-46-70.50 0.33 1
Dichlorodifluoromethane <0.35 ug/L 01/17/23 14:53 75-71-80.50 0.35 1
1,1-Dichloroethane <0.37 ug/L 01/17/23 14:53 75-34-30.50 0.37 1
1,2-Dichloroethane <0.32 ug/L 01/17/23 14:53 107-06-20.50 0.32 1
1,1-Dichloroethene <0.35 ug/L 01/17/23 14:53 75-35-40.50 0.35 1
cis-1,2-Dichloroethene <0.38 ug/L 01/17/23 14:53 156-59-20.50 0.38 1
trans-1,2-Dichloroethene <0.40 ug/L 01/17/23 14:53 156-60-50.50 0.40 1
1,2-Dichloropropane <0.36 ug/L 01/17/23 14:53 78-87-50.50 0.36 1
1,3-Dichloropropane <0.28 ug/L 01/17/23 14:53 142-28-90.50 0.28 1
2,2-Dichloropropane <0.39 ug/L 01/17/23 14:53 594-20-70.50 0.39 1
1,1-Dichloropropene <0.43 ug/L 01/17/23 14:53 563-58-60.50 0.43 1
cis-1,3-Dichloropropene <0.36 ug/L 01/17/23 14:53 10061-01-50.50 0.36 1
trans-1,3-Dichloropropene <0.36 ug/L 01/17/23 14:53 10061-02-60.50 0.36 1
Diisopropyl ether <0.31 ug/L 01/17/23 14:53 108-20-30.50 0.31 1
Ethanol <72.2 ug/L 01/17/23 14:53 64-17-520072.2 1
Ethylbenzene <0.30 ug/L 01/17/23 14:53 100-41-40.50 0.30 1
Ethyl-tert-butyl ether <3.2 ug/L 01/17/23 14:53 637-92-310.0 3.2 1
Hexachloro-1,3-butadiene <1.5 ug/L 01/17/23 14:53 87-68-32.0 1.5 1
Isopropylbenzene (Cumene)<0.33 ug/L 01/17/23 14:53 98-82-80.50 0.33 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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ANALYTICAL RESULTS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Sample:FB-1 Lab ID:92646869006 Collected:01/13/23 13:15 Received:01/13/23 15:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Methylene Chloride <2.0 ug/L 01/17/23 14:53 75-09-22.0 2.0 1
Methyl-tert-butyl ether <0.42 ug/L 01/17/23 14:53 1634-04-40.50 0.42 1
Naphthalene <0.64 ug/L 01/17/23 14:53 91-20-32.0 0.64 1
n-Propylbenzene <0.34 ug/L 01/17/23 14:53 103-65-10.50 0.34 1
Styrene <0.29 ug/L 01/17/23 14:53 100-42-50.50 0.29 1
1,1,1,2-Tetrachloroethane <0.31 ug/L 01/17/23 14:53 630-20-60.50 0.31 1
1,1,2,2-Tetrachloroethane <0.22 ug/L 01/17/23 14:53 79-34-50.50 0.22 1
Tetrachloroethene <0.29 ug/L 01/17/23 14:53 127-18-40.50 0.29 1
Toluene <0.24 ug/L 01/17/23 14:53 108-88-30.50 0.24 1
1,2,3-Trichlorobenzene <0.81 ug/L 01/17/23 14:53 87-61-62.0 0.81 1
1,2,4-Trichlorobenzene <0.64 ug/L 01/17/23 14:53 120-82-12.0 0.64 1
1,1,1-Trichloroethane <0.33 ug/L 01/17/23 14:53 71-55-60.50 0.33 1
1,1,2-Trichloroethane <0.32 ug/L 01/17/23 14:53 79-00-50.50 0.32 1
Trichloroethene <0.38 ug/L 01/17/23 14:53 79-01-60.50 0.38 1
Trichlorofluoromethane <0.30 ug/L 01/17/23 14:53 75-69-41.0 0.30 1
1,2,3-Trichloropropane <0.26 ug/L 01/17/23 14:53 96-18-40.50 0.26 1
1,2,4-Trimethylbenzene <0.50 ug/L 01/17/23 14:53 95-63-60.50 0.50 1
1,3,5-Trimethylbenzene <0.33 ug/L 01/17/23 14:53 108-67-80.50 0.33 1
Vinyl chloride <0.39 ug/L 01/17/23 14:53 75-01-41.0 0.39 1
Xylene (Total)<0.34 ug/L 01/17/23 14:53 1330-20-71.0 0.34 1
m&p-Xylene <0.71 ug/L 01/17/23 14:53 179601-23-11.0 0.71 1
o-Xylene <0.34 ug/L 01/17/23 14:53 95-47-60.50 0.34 1
Surrogates
1,2-Dichloroethane-d4 (S)99 %01/17/23 14:53 17060-07-070-130 1
4-Bromofluorobenzene (S)100 %01/17/23 14:53 460-00-470-130 1
Toluene-d8 (S)108 %01/17/23 14:53 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
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[phone]
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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:
749777
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92646869006
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3897382
Associated Lab Samples:92646869006
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L <0.31 0.50 01/17/23 12:290.31
1,1,1-Trichloroethane ug/L <0.33 0.50 01/17/23 12:290.33
1,1,2,2-Tetrachloroethane ug/L <0.22 0.50 01/17/23 12:290.22
1,1,2-Trichloroethane ug/L <0.32 0.50 01/17/23 12:290.32
1,1-Dichloroethane ug/L <0.37 0.50 01/17/23 12:290.37
1,1-Dichloroethene ug/L <0.35 0.50 01/17/23 12:290.35
1,1-Dichloropropene ug/L <0.43 0.50 01/17/23 12:290.43
1,2,3-Trichlorobenzene ug/L <0.81 2.0 01/17/23 12:290.81
1,2,3-Trichloropropane ug/L <0.26 0.50 01/17/23 12:290.26
1,2,4-Trichlorobenzene ug/L <0.64 2.0 01/17/23 12:290.64
1,2,4-Trimethylbenzene ug/L <0.50 0.50 01/17/23 12:290.50
1,2-Dibromo-3-chloropropane ug/L <0.34 1.0 01/17/23 12:290.34
1,2-Dibromoethane (EDB)ug/L <0.27 0.50 01/17/23 12:290.27
1,2-Dichlorobenzene ug/L <0.34 0.50 01/17/23 12:290.34
1,2-Dichloroethane ug/L <0.32 0.50 01/17/23 12:290.32
1,2-Dichloropropane ug/L <0.36 0.50 01/17/23 12:290.36
1,3,5-Trimethylbenzene ug/L <0.33 0.50 01/17/23 12:290.33
1,3-Dichlorobenzene ug/L <0.34 0.50 01/17/23 12:290.34
1,3-Dichloropropane ug/L <0.28 0.50 01/17/23 12:290.28
1,4-Dichlorobenzene ug/L <0.33 0.50 01/17/23 12:290.33
2,2-Dichloropropane ug/L <0.39 0.50 01/17/23 12:290.39
2-Chlorotoluene ug/L <0.32 0.50 01/17/23 12:290.32
4-Chlorotoluene ug/L <0.32 0.50 01/17/23 12:290.32
Benzene ug/L <0.34 0.50 01/17/23 12:290.34
Bromobenzene ug/L <0.29 0.50 01/17/23 12:290.29
Bromochloromethane ug/L <0.47 0.50 01/17/23 12:290.47
Bromodichloromethane ug/L <0.31 0.50 01/17/23 12:290.31
Bromoform ug/L <0.34 0.50 01/17/23 12:290.34
Bromomethane ug/L <1.7 5.0 01/17/23 12:291.7
Carbon tetrachloride ug/L <0.33 0.50 01/17/23 12:290.33
Chlorobenzene ug/L <0.28 0.50 01/17/23 12:290.28
Chloroethane ug/L <0.65 1.0 01/17/23 12:290.65
Chloroform ug/L <0.43 0.50 01/17/23 12:290.43
Chloromethane ug/L <0.54 1.0 01/17/23 12:290.54
cis-1,2-Dichloroethene ug/L <0.38 0.50 01/17/23 12:290.38
cis-1,3-Dichloropropene ug/L <0.36 0.50 01/17/23 12:290.36
Dibromochloromethane ug/L <0.36 0.50 01/17/23 12:290.36
Dibromomethane ug/L <0.39 0.50 01/17/23 12:290.39
Dichlorodifluoromethane ug/L <0.35 0.50 01/17/23 12:290.35
Diisopropyl ether ug/L <0.31 0.50 01/17/23 12:290.31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
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Huntersville, NC 28078
[phone]
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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:3897382
Associated Lab Samples:92646869006
Matrix:Water
AnalyzedMDL
Ethanol ug/L <72.2 200 01/17/23 12:2972.2
Ethyl-tert-butyl ether ug/L <3.2 10.0 01/17/23 12:293.2
Ethylbenzene ug/L <0.30 0.50 01/17/23 12:290.30
Hexachloro-1,3-butadiene ug/L <1.5 2.0 01/17/23 12:291.5
Isopropylbenzene (Cumene)ug/L <0.33 0.50 01/17/23 12:290.33
m&p-Xylene ug/L <0.71 1.0 01/17/23 12:290.71
Methyl-tert-butyl ether ug/L <0.42 0.50 01/17/23 12:290.42
Methylene Chloride ug/L <2.0 2.0 01/17/23 12:292.0
n-Butylbenzene ug/L <0.49 0.50 01/17/23 12:290.49
n-Propylbenzene ug/L <0.34 0.50 01/17/23 12:290.34
Naphthalene ug/L <0.64 2.0 01/17/23 12:290.64
o-Xylene ug/L <0.34 0.50 01/17/23 12:290.34
sec-Butylbenzene ug/L <0.40 0.50 01/17/23 12:290.40
Styrene ug/L <0.29 0.50 01/17/23 12:290.29
tert-Amyl Alcohol ug/L <36.4 100 01/17/23 12:2936.4
tert-Amylmethyl ether ug/L <9.2 10.0 01/17/23 12:299.2
tert-Butyl Alcohol ug/L <26.8 50.0 01/17/23 12:2926.8
tert-Butyl Formate ug/L <29.4 50.0 01/17/23 12:2929.4
tert-Butylbenzene ug/L <0.32 0.50 01/17/23 12:290.32
Tetrachloroethene ug/L <0.29 0.50 01/17/23 12:290.29
Toluene ug/L <0.24 0.50 01/17/23 12:290.24
trans-1,2-Dichloroethene ug/L <0.40 0.50 01/17/23 12:290.40
trans-1,3-Dichloropropene ug/L <0.36 0.50 01/17/23 12:290.36
Trichloroethene ug/L <0.38 0.50 01/17/23 12:290.38
Trichlorofluoromethane ug/L <0.30 1.0 01/17/23 12:290.30
Vinyl chloride ug/L <0.39 1.0 01/17/23 12:290.39
Xylene (Total)ug/L <0.34 1.0 01/17/23 12:290.34
1,2-Dichloroethane-d4 (S)%101 70-130 01/17/23 12:29
4-Bromofluorobenzene (S)%99 70-130 01/17/23 12:29
Toluene-d8 (S)%108 70-130 01/17/23 12:29
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3897383LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 20.520 102 60-140
1,1,1-Trichloroethane ug/L 23.920 119 60-140
1,1,2,2-Tetrachloroethane ug/L 22.020 110 60-140
1,1,2-Trichloroethane ug/L 21.520 108 60-140
1,1-Dichloroethane ug/L 23.620 118 60-140
1,1-Dichloroethene ug/L 25.520 127 60-140
1,1-Dichloropropene ug/L 22.820 114 60-140
1,2,3-Trichlorobenzene ug/L 23.320 117 60-140
1,2,3-Trichloropropane ug/L 20.620 103 60-140
1,2,4-Trichlorobenzene ug/L 22.420 112 60-140
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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[phone]
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3897383LABORATORY CONTROL SAMPLE:
LCSSpike
1,2,4-Trimethylbenzene ug/L 23.120 115 60-140
1,2-Dibromo-3-chloropropane ug/L 22.620 113 60-140
1,2-Dibromoethane (EDB)ug/L 22.720 114 60-140
1,2-Dichlorobenzene ug/L 20.020 100 60-140
1,2-Dichloroethane ug/L 23.420 117 60-140
1,2-Dichloropropane ug/L 24.320 122 60-140
1,3,5-Trimethylbenzene ug/L 23.620 118 60-140
1,3-Dichlorobenzene ug/L 20.920 105 60-140
1,3-Dichloropropane ug/L 23.020 115 60-140
1,4-Dichlorobenzene ug/L 20.420 102 60-140
2,2-Dichloropropane ug/L 24.520 122 60-140
2-Chlorotoluene ug/L 21.020 105 60-140
4-Chlorotoluene ug/L 22.920 115 60-140
Benzene ug/L 22.120 110 60-140
Bromobenzene ug/L 21.920 110 60-140
Bromochloromethane ug/L 22.420 112 60-140
Bromodichloromethane ug/L 24.320 121 60-140
Bromoform ug/L 21.520 108 60-140
Bromomethane ug/L 20.720 104 60-140
Carbon tetrachloride ug/L 25.620 128 60-140
Chlorobenzene ug/L 22.320 111 60-140
Chloroethane ug/L 25.720 129 60-140
Chloroform ug/L 24.220 121 60-140
Chloromethane ug/L 25.120 126 60-140
cis-1,2-Dichloroethene ug/L 23.520 118 60-140
cis-1,3-Dichloropropene ug/L 23.920 120 60-140
Dibromochloromethane ug/L 22.820 114 60-140
Dibromomethane ug/L 23.020 115 60-140
Dichlorodifluoromethane ug/L 25.020 125 60-140
Diisopropyl ether ug/L 22.820 114 60-140
Ethanol ug/L 932800 116 60-140
Ethyl-tert-butyl ether ug/L 41.940 105 60-140
Ethylbenzene ug/L 22.120 111 60-140
Hexachloro-1,3-butadiene ug/L 23.720 119 60-140
Isopropylbenzene (Cumene)ug/L 21.920 110 60-140
m&p-Xylene ug/L 45.940 115 60-140
Methyl-tert-butyl ether ug/L 22.520 113 60-140
Methylene Chloride ug/L 23.820 119 60-140
n-Butylbenzene ug/L 25.320 126 60-140
n-Propylbenzene ug/L 23.120 116 60-140
Naphthalene ug/L 26.620 133 60-140
o-Xylene ug/L 23.020 115 60-140
sec-Butylbenzene ug/L 23.920 120 60-140
Styrene ug/L 23.420 117 60-140
tert-Amyl Alcohol ug/L 434400 108 60-140
tert-Amylmethyl ether ug/L 43.040 108 60-140
tert-Butyl Alcohol ug/L 206200 103 60-140
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3897383LABORATORY CONTROL SAMPLE:
LCSSpike
tert-Butyl Formate ug/L 173160 108 60-140
tert-Butylbenzene ug/L 20.020 100 60-140
Tetrachloroethene ug/L 21.220 106 60-140
Toluene ug/L 22.420 112 60-140
trans-1,2-Dichloroethene ug/L 23.720 119 60-140
trans-1,3-Dichloropropene ug/L 23.320 116 60-140
Trichloroethene ug/L 24.820 124 60-140
Trichlorofluoromethane ug/L 22.020 110 60-140
Vinyl chloride ug/L 24.620 123 60-140
Xylene (Total)ug/L 68.960 115 60-140
1,2-Dichloroethane-d4 (S)%104 70-130
4-Bromofluorobenzene (S)%100 70-130
Toluene-d8 (S)%99 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3897384MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92646897001
3897385
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 85 60-140100 16 3020<0.31 17.0 20.1
1,1,1-Trichloroethane ug/L 20 111 60-140124 10 3020<0.33 22.3 24.7
1,1,2,2-Tetrachloroethane ug/L 20 93 60-140106 14 3020<0.22 18.5 21.3
1,1,2-Trichloroethane ug/L 20 101 60-140108 7 3020<0.32 20.2 21.6
1,1-Dichloroethane ug/L 20 109 60-140119 9 3020<0.37 21.8 23.8
1,1-Dichloroethene ug/L 20 118 60-140132 11 3020<0.35 23.6 26.4
1,1-Dichloropropene ug/L 20 104 60-140116 11 3020<0.43 20.9 23.3
1,2,3-Trichlorobenzene ug/L 20 86 60-14099 14 3020<0.81 17.2 19.9
1,2,3-Trichloropropane ug/L 20 86 60-140104 18 3020<0.26 17.3 20.8
1,2,4-Trichlorobenzene ug/L 20 88 60-14098 11 3020<0.64 17.6 19.6
1,2,4-Trimethylbenzene ug/L 20 98 60-140116 16 3020<0.50 19.7 23.2
1,2-Dibromo-3-
chloropropane ug/L 20 94 60-140108 14 3020<0.34 18.8 21.5
1,2-Dibromoethane (EDB)ug/L 20 97 60-140111 14 3020<0.27 19.4 22.2
1,2-Dichlorobenzene ug/L 20 85 60-14099 16 3020<0.34 16.9 19.9
1,2-Dichloroethane ug/L 20 105 60-140121 14 3020<0.32 21.1 24.2
1,2-Dichloropropane ug/L 20 108 60-140120 10 3020<0.36 21.6 23.9
1,3,5-Trimethylbenzene ug/L 20 104 60-140119 13 3020<0.33 20.9 23.9
1,3-Dichlorobenzene ug/L 20 86 60-140102 17 3020<0.34 17.2 20.4
1,3-Dichloropropane ug/L 20 98 60-140113 15 3020<0.28 19.5 22.6
1,4-Dichlorobenzene ug/L 20 84 60-14096 14 3020<0.33 16.8 19.3
2,2-Dichloropropane ug/L 20 112 60-140120 6 3020<0.39 22.5 24.0
2-Chlorotoluene ug/L 20 94 60-140109 15 3020<0.32 18.8 21.8
4-Chlorotoluene ug/L 20 98 60-140110 12 3020<0.32 19.5 21.9
Benzene ug/L 20 101 60-140113 11 3020<0.34 20.2 22.6
Bromobenzene ug/L 20 93 60-140107 13 3020<0.29 18.7 21.3
Bromochloromethane ug/L 20 99 60-140115 15 3020<0.47 19.8 23.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3897384MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92646897001
3897385
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Bromodichloromethane ug/L 20 110 60-140115 5 3020<0.31 21.9 23.0
Bromoform ug/L 20 90 60-140102 13 3020<0.34 18.0 20.4
Bromomethane ug/L 20 65 60-14089 30 3020<1.7 13.1 17.7
Carbon tetrachloride ug/L 20 118 60-140128 8 3020<0.33 23.6 25.5
Chlorobenzene ug/L 20 96 60-140113 16 3020<0.28 19.2 22.6
Chloroethane ug/L 20 121 60-140134 10 3020<0.65 24.2 26.8
Chloroform ug/L 20 108 60-140121 12 3020<0.43 21.6 24.2
Chloromethane ug/L 20 118 60-140131 11 3020<0.54 23.5 26.1
cis-1,2-Dichloroethene ug/L 20 107 60-140120 11 3020<0.38 21.4 23.9
cis-1,3-Dichloropropene ug/L 20 105 60-140115 9 3020<0.36 21.0 23.0
Dibromochloromethane ug/L 20 94 60-140116 20 3020<0.36 18.9 23.1
Dibromomethane ug/L 20 97 60-140105 8 3020<0.39 19.5 21.1
Dichlorodifluoromethane ug/L 20 106 60-140118 11 3020<0.35 21.2 23.6
Diisopropyl ether ug/L 20 101 60-140115 13 3020<0.31 20.2 22.9
Ethanol ug/L 800 101 60-140117 15 30800<72.2 807 939
Ethyl-tert-butyl ether ug/L 40 90 60-140101 12 3040<3.2 36.0 40.4
Ethylbenzene ug/L 20 97 60-140112 14 3020<0.30 19.5 22.4
Hexachloro-1,3-butadiene ug/L 20 89 60-140115 25 3020<1.5 17.8 22.9
Isopropylbenzene
(Cumene)ug/L 20 95 60-140114 18 3020<0.33 19.1 22.7
m&p-Xylene ug/L 40 96 60-140113 16 3040<0.71 38.4 45.1
Methyl-tert-butyl ether ug/L 20 93 60-140102 9 3020<0.42 18.5 20.4
Methylene Chloride ug/L 20 106 60-140119 12 3020<2.0 21.2 23.9
n-Butylbenzene ug/L 20 106 60-140124 16 3020<0.49 21.2 24.8
n-Propylbenzene ug/L 20 101 60-140114 12 3020<0.34 20.2 22.7
Naphthalene ug/L 20 92 60-140113 21 3020<0.64 18.3 22.6
o-Xylene ug/L 20 94 60-140116 21 3020<0.34 18.9 23.2
sec-Butylbenzene ug/L 20 102 60-140121 17 3020<0.40 20.5 24.2
Styrene ug/L 20 93 60-140110 17 3020<0.29 18.6 22.1
tert-Amyl Alcohol ug/L 400 91 60-14099 9 30400<36.4 363 398
tert-Amylmethyl ether ug/L 40 93 60-140101 8 3040<9.2 37.2 40.3
tert-Butyl Alcohol ug/L M120012960-140141 9 30200<26.8 259 282
tert-Butyl Formate ug/L P5160660-1405 30160<29.4 <29.4 <29.4
tert-Butylbenzene ug/L 20 88 60-140101 14 3020<0.32 17.6 20.2
Tetrachloroethene ug/L 20 91 60-140106 15 3020<0.29 18.3 21.2
Toluene ug/L 20 103 60-140112 8 3020<0.24 20.6 22.3
trans-1,2-Dichloroethene ug/L 20 111 60-140124 11 3020<0.40 22.1 24.8
trans-1,3-Dichloropropene ug/L 20 100 60-140112 12 3020<0.36 20.0 22.4
Trichloroethene ug/L 20 111 60-140116 4 3020<0.38 22.1 23.1
Trichlorofluoromethane ug/L 20 109 60-140119 9 3020<0.30 21.8 23.7
Vinyl chloride ug/L 20 116 60-140125 8 3020<0.39 23.1 25.1
Xylene (Total)ug/L 60 96 60-140114 18 3060<0.34 57.3 68.4
1,2-Dichloroethane-d4 (S)%112 70-130107
4-Bromofluorobenzene (S)%99 70-130100
Toluene-d8 (S)%102 70-13096
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 36
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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:
750552
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92646869001, 92646869002, 92646869003, 92646869004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3901051
Associated Lab Samples:92646869001, 92646869002, 92646869003, 92646869004
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L <0.31 0.50 01/20/23 14:510.31
1,1,1-Trichloroethane ug/L <0.33 0.50 01/20/23 14:510.33
1,1,2,2-Tetrachloroethane ug/L <0.22 0.50 01/20/23 14:510.22
1,1,2-Trichloroethane ug/L <0.32 0.50 01/20/23 14:510.32
1,1-Dichloroethane ug/L <0.37 0.50 01/20/23 14:510.37
1,1-Dichloroethene ug/L <0.35 0.50 01/20/23 14:510.35
1,1-Dichloropropene ug/L <0.43 0.50 01/20/23 14:510.43
1,2,3-Trichlorobenzene ug/L <0.81 2.0 01/20/23 14:510.81
1,2,3-Trichloropropane ug/L <0.26 0.50 01/20/23 14:510.26
1,2,4-Trichlorobenzene ug/L <0.64 2.0 01/20/23 14:510.64
1,2,4-Trimethylbenzene ug/L <0.50 0.50 01/20/23 14:510.50
1,2-Dibromo-3-chloropropane ug/L <0.34 1.0 01/20/23 14:510.34
1,2-Dibromoethane (EDB)ug/L <0.27 0.50 01/20/23 14:510.27
1,2-Dichlorobenzene ug/L <0.34 0.50 01/20/23 14:510.34
1,2-Dichloroethane ug/L <0.32 0.50 01/20/23 14:510.32
1,2-Dichloropropane ug/L <0.36 0.50 01/20/23 14:510.36
1,3,5-Trimethylbenzene ug/L <0.33 0.50 01/20/23 14:510.33
1,3-Dichlorobenzene ug/L <0.34 0.50 01/20/23 14:510.34
1,3-Dichloropropane ug/L <0.28 0.50 01/20/23 14:510.28
1,4-Dichlorobenzene ug/L <0.33 0.50 01/20/23 14:510.33
2,2-Dichloropropane ug/L <0.39 0.50 01/20/23 14:510.39
2-Chlorotoluene ug/L <0.32 0.50 01/20/23 14:510.32
4-Chlorotoluene ug/L <0.32 0.50 01/20/23 14:510.32
Benzene ug/L <0.34 0.50 01/20/23 14:510.34
Bromobenzene ug/L <0.29 0.50 01/20/23 14:510.29
Bromochloromethane ug/L <0.47 0.50 01/20/23 14:510.47
Bromodichloromethane ug/L <0.31 0.50 01/20/23 14:510.31
Bromoform ug/L <0.34 0.50 01/20/23 14:510.34
Bromomethane ug/L <1.7 5.0 01/20/23 14:511.7
Carbon tetrachloride ug/L <0.33 0.50 01/20/23 14:510.33
Chlorobenzene ug/L <0.28 0.50 01/20/23 14:510.28
Chloroethane ug/L <0.65 1.0 01/20/23 14:510.65
Chloroform ug/L <0.43 0.50 01/20/23 14:510.43
Chloromethane ug/L <0.54 1.0 01/20/23 14:510.54
cis-1,2-Dichloroethene ug/L <0.38 0.50 01/20/23 14:510.38
cis-1,3-Dichloropropene ug/L <0.36 0.50 01/20/23 14:510.36
Dibromochloromethane ug/L <0.36 0.50 01/20/23 14:510.36
Dibromomethane ug/L <0.39 0.50 01/20/23 14:510.39
Dichlorodifluoromethane ug/L <0.35 0.50 01/20/23 14:510.35
Diisopropyl ether ug/L <0.31 0.50 01/20/23 14:510.31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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:3901051
Associated Lab Samples:92646869001, 92646869002, 92646869003, 92646869004
Matrix:Water
AnalyzedMDL
Ethanol ug/L <72.2 200 01/20/23 14:5172.2
Ethyl-tert-butyl ether ug/L <3.2 10.0 01/20/23 14:513.2
Ethylbenzene ug/L <0.30 0.50 01/20/23 14:510.30
Hexachloro-1,3-butadiene ug/L <1.5 2.0 01/20/23 14:511.5
Isopropylbenzene (Cumene)ug/L <0.33 0.50 01/20/23 14:510.33
m&p-Xylene ug/L <0.71 1.0 01/20/23 14:510.71
Methyl-tert-butyl ether ug/L <0.42 0.50 01/20/23 14:510.42
Methylene Chloride ug/L <2.0 2.0 01/20/23 14:512.0
n-Butylbenzene ug/L <0.49 0.50 01/20/23 14:510.49
n-Propylbenzene ug/L <0.34 0.50 01/20/23 14:510.34
Naphthalene ug/L <0.64 2.0 01/20/23 14:510.64
o-Xylene ug/L <0.34 0.50 01/20/23 14:510.34
sec-Butylbenzene ug/L <0.40 0.50 01/20/23 14:510.40
Styrene ug/L <0.29 0.50 01/20/23 14:510.29
tert-Amyl Alcohol ug/L <36.4 100 01/20/23 14:5136.4
tert-Amylmethyl ether ug/L <9.2 10.0 01/20/23 14:519.2
tert-Butyl Alcohol ug/L <26.8 50.0 01/20/23 14:5126.8
tert-Butyl Formate ug/L <29.4 50.0 01/20/23 14:5129.4
tert-Butylbenzene ug/L <0.32 0.50 01/20/23 14:510.32
Tetrachloroethene ug/L <0.29 0.50 01/20/23 14:510.29
Toluene ug/L <0.24 0.50 01/20/23 14:510.24
trans-1,2-Dichloroethene ug/L <0.40 0.50 01/20/23 14:510.40
trans-1,3-Dichloropropene ug/L <0.36 0.50 01/20/23 14:510.36
Trichloroethene ug/L <0.38 0.50 01/20/23 14:510.38
Trichlorofluoromethane ug/L <0.30 1.0 01/20/23 14:510.30
Vinyl chloride ug/L <0.39 1.0 01/20/23 14:510.39
Xylene (Total)ug/L <0.34 1.0 01/20/23 14:510.34
1,2-Dichloroethane-d4 (S)%106 70-130 01/20/23 14:51
4-Bromofluorobenzene (S)%97 70-130 01/20/23 14:51
Toluene-d8 (S)%103 70-130 01/20/23 14:51
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3901052LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 21.220 106 60-140
1,1,1-Trichloroethane ug/L 23.120 115 60-140
1,1,2,2-Tetrachloroethane ug/L 20.820 104 60-140
1,1,2-Trichloroethane ug/L 21.920 109 60-140
1,1-Dichloroethane ug/L 23.120 115 60-140
1,1-Dichloroethene ug/L 25.320 127 60-140
1,1-Dichloropropene ug/L 24.820 124 60-140
1,2,3-Trichlorobenzene ug/L 23.720 118 60-140
1,2,3-Trichloropropane ug/L 21.020 105 60-140
1,2,4-Trichlorobenzene ug/L 23.020 115 60-140
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 23 of 36
raceAnalytical
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3901052LABORATORY CONTROL SAMPLE:
LCSSpike
1,2,4-Trimethylbenzene ug/L 22.720 113 60-140
1,2-Dibromo-3-chloropropane ug/L 20.820 104 60-140
1,2-Dibromoethane (EDB)ug/L 22.720 113 60-140
1,2-Dichlorobenzene ug/L 21.820 109 60-140
1,2-Dichloroethane ug/L 22.720 114 60-140
1,2-Dichloropropane ug/L 22.820 114 60-140
1,3,5-Trimethylbenzene ug/L 22.720 113 60-140
1,3-Dichlorobenzene ug/L 22.120 110 60-140
1,3-Dichloropropane ug/L 22.320 112 60-140
1,4-Dichlorobenzene ug/L 21.120 105 60-140
2,2-Dichloropropane ug/L 23.320 116 60-140
2-Chlorotoluene ug/L 21.620 108 60-140
4-Chlorotoluene ug/L 22.520 112 60-140
Benzene ug/L 20.120 101 60-140
Bromobenzene ug/L 21.320 107 60-140
Bromochloromethane ug/L 22.420 112 60-140
Bromodichloromethane ug/L 21.620 108 60-140
Bromoform ug/L 20.720 103 60-140
Bromomethane ug/L 17.320 87 60-140
Carbon tetrachloride ug/L 22.220 111 60-140
Chlorobenzene ug/L 22.220 111 60-140
Chloroethane ug/L 26.120 131 60-140
Chloroform ug/L 22.120 110 60-140
Chloromethane ug/L 25.420 127 60-140
cis-1,2-Dichloroethene ug/L 22.920 115 60-140
cis-1,3-Dichloropropene ug/L 22.420 112 60-140
Dibromochloromethane ug/L 21.620 108 60-140
Dibromomethane ug/L 21.520 108 60-140
Dichlorodifluoromethane ug/L 23.520 117 60-140
Diisopropyl ether ug/L 22.920 114 60-140
Ethanol ug/L 879800 110 60-140
Ethyl-tert-butyl ether ug/L 43.740 109 60-140
Ethylbenzene ug/L 22.020 110 60-140
Hexachloro-1,3-butadiene ug/L 23.020 115 60-140
Isopropylbenzene (Cumene)ug/L 21.420 107 60-140
m&p-Xylene ug/L 43.940 110 60-140
Methyl-tert-butyl ether ug/L 21.620 108 60-140
Methylene Chloride ug/L 22.720 114 60-140
n-Butylbenzene ug/L 23.620 118 60-140
n-Propylbenzene ug/L 21.920 110 60-140
Naphthalene ug/L 24.620 123 60-140
o-Xylene ug/L 21.820 109 60-140
sec-Butylbenzene ug/L 22.920 114 60-140
Styrene ug/L 22.620 113 60-140
tert-Amyl Alcohol ug/L 404400 101 60-140
tert-Amylmethyl ether ug/L 43.540 109 60-140
tert-Butyl Alcohol ug/L 205200 103 60-140
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 24 of 36
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3901052LABORATORY CONTROL SAMPLE:
LCSSpike
tert-Butyl Formate ug/L 177160 110 60-140
tert-Butylbenzene ug/L 18.320 91 60-140
Tetrachloroethene ug/L 22.020 110 60-140
Toluene ug/L 21.220 106 60-140
trans-1,2-Dichloroethene ug/L 23.820 119 60-140
trans-1,3-Dichloropropene ug/L 22.520 112 60-140
Trichloroethene ug/L 23.320 117 60-140
Trichlorofluoromethane ug/L 20.820 104 60-140
Vinyl chloride ug/L 23.720 118 60-140
Xylene (Total)ug/L 65.760 110 60-140
1,2-Dichloroethane-d4 (S)%105 70-130
4-Bromofluorobenzene (S)%99 70-130
Toluene-d8 (S)%98 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3901053MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92647170003
3901054
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 128 60-140121 6 3020ND25.7 24.1
1,1,1-Trichloroethane ug/L M12015060-140142 5 3020ND30.0 28.4
1,1,2,2-Tetrachloroethane ug/L 20 129 60-140124 3 3020ND25.8 24.9
1,1,2-Trichloroethane ug/L 20 133 60-140127 5 3020ND26.6 25.4
1,1-Dichloroethane ug/L M12014860-140141 5 3020ND29.5 28.1
1,1-Dichloroethene ug/L M12016160-140153 6 3020ND32.3 30.6
1,1-Dichloropropene ug/L M12016360-140154 5 3020ND32.6 30.9
1,2,3-Trichlorobenzene ug/L 20 129 60-140139 8 3020ND25.8 27.9
1,2,3-Trichloropropane ug/L 20 130 60-140126 3 3020ND26.0 25.2
1,2,4-Trichlorobenzene ug/L 20 132 60-140131 1 3020ND26.3 26.2
1,2,4-Trimethylbenzene ug/L 20 139 60-140138 1 3020ND27.8 27.6
1,2-Dibromo-3-
chloropropane ug/L 20 113 60-140116 2 3020ND22.7 23.1
1,2-Dibromoethane (EDB)ug/L 20 136 60-140132 3 3020ND27.2 26.3
1,2-Dichlorobenzene ug/L 20 133 60-140133 1 3020ND26.7 26.5
1,2-Dichloroethane ug/L M12014660-140138 6 3020ND29.2 27.6
1,2-Dichloropropane ug/L M12014560-140135 7 3020ND29.0 27.1
1,3,5-Trimethylbenzene ug/L 20 138 60-140137 1 3020ND27.6 27.4
1,3-Dichlorobenzene ug/L 20 133 60-140133 0 3020ND26.7 26.6
1,3-Dichloropropane ug/L 20 137 60-140130 5 3020ND27.5 26.1
1,4-Dichlorobenzene ug/L 20 126 60-140124 1 3020ND25.2 24.9
2,2-Dichloropropane ug/L M12015260-140142 6 3020ND30.4 28.5
2-Chlorotoluene ug/L 20 135 60-140134 1 3020ND27.0 26.8
4-Chlorotoluene ug/L 20 135 60-140137 1 3020ND27.1 27.4
Benzene ug/L 20 126 60-140119 6 3020ND25.2 23.8
Bromobenzene ug/L 20 128 60-140128 0 3020ND25.6 25.6
Bromochloromethane ug/L 20 140 60-140134 5 3020ND28.0 26.7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3901053MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92647170003
3901054
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Bromodichloromethane ug/L 20 126 60-140120 5 3020ND25.3 24.0
Bromoform ug/L 20 111 60-140106 4 3020ND22.2 21.2
Bromomethane ug/L 20 112 60-140104 8 3020ND22.5 20.8
Carbon tetrachloride ug/L 20 133 60-140123 8 3020ND26.6 24.5
Chlorobenzene ug/L 20 136 60-140129 5 3020ND27.1 25.9
Chloroethane ug/L M12016560-140156 5 3020ND32.9 31.2
Chloroform ug/L M12014560-140136 7 3020ND29.3 27.4
Chloromethane ug/L 20 138 60-140133 4 3020ND27.6 26.6
cis-1,2-Dichloroethene ug/L M12014760-140142 4 3020ND29.5 28.3
cis-1,3-Dichloropropene ug/L 20 131 60-140123 6 3020ND26.3 24.7
Dibromochloromethane ug/L 20 120 60-140116 4 3020ND24.1 23.2
Dibromomethane ug/L 20 128 60-140121 6 3020ND25.7 24.2
Dichlorodifluoromethane ug/L 20 114 60-140107 6 3020ND22.7 21.4
Diisopropyl ether ug/L M12014860-140144 3 3020ND29.7 28.8
Ethanol ug/L M180014460-140136 5 30800ND11501090
Ethyl-tert-butyl ether ug/L M14014260-140138 3 3040ND57.0 55.2
Ethylbenzene ug/L 20 138 60-140132 4 3020ND27.7 26.5
Hexachloro-1,3-butadiene ug/L 20 131 60-140131 0 3020ND26.3 26.2
Isopropylbenzene
(Cumene)ug/L 20 138 60-140133 4 3020ND27.6 26.5
m&p-Xylene ug/L M14014160-140135 4 3040ND56.2 54.0
Methyl-tert-butyl ether ug/L 20 140 60-140135 4 3020ND28.0 26.9
Methylene Chloride ug/L M12014260-140136 5 3020ND28.5 27.1
n-Butylbenzene ug/L M12014660-140145 1 3020ND29.2 29.0
n-Propylbenzene ug/L 20 138 60-140135 2 3020ND27.5 27.0
Naphthalene ug/L 20 136 60-140140 3 3020ND27.2 28.1
o-Xylene ug/L 20 139 60-140133 4 3020ND27.8 26.7
sec-Butylbenzene ug/L 20 140 60-140139 1 3020ND28.1 27.7
Styrene ug/L M12014260-140135 5 3020ND28.4 27.0
tert-Amyl Alcohol ug/L 400 129 60-140125 4 30400ND517498
tert-Amylmethyl ether ug/L 40 137 60-140131 4 3040ND54.7 52.5
tert-Butyl Alcohol ug/L M120018160-140187 3 30200ND362375
tert-Butyl Formate ug/L M1,R11605160-14037 33 30160ND81.2 58.5
tert-Butylbenzene ug/L 20 112 60-140112 0 3020ND22.4 22.4
Tetrachloroethene ug/L 20 134 60-140128 4 3020ND26.7 25.7
Toluene ug/L 20 132 60-140126 5 3020ND26.5 25.2
trans-1,2-Dichloroethene ug/L M12015760-140150 5 3020ND31.4 29.9
trans-1,3-Dichloropropene ug/L 20 131 60-140124 6 3020ND26.2 24.7
Trichloroethene ug/L M12014560-140136 7 3020ND29.0 27.1
Trichlorofluoromethane ug/L 20 129 60-140121 6 3020ND25.9 24.3
Vinyl chloride ug/L 20 134 60-140128 5 3020ND26.9 25.6
Xylene (Total)ug/L MS6014060-140134 4 3060ND84.0 80.7
1,2-Dichloroethane-d4 (S)%108 70-130107
4-Bromofluorobenzene (S)%103 70-130101
Toluene-d8 (S)%99 70-13099
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 26 of 36
raceAnalytical
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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:
751122
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92646869005
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3903642
Associated Lab Samples:92646869005
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L <0.31 0.50 01/23/23 13:580.31
1,1,1-Trichloroethane ug/L <0.33 0.50 01/23/23 13:580.33
1,1,2,2-Tetrachloroethane ug/L <0.22 0.50 01/23/23 13:580.22
1,1,2-Trichloroethane ug/L <0.32 0.50 01/23/23 13:580.32
1,1-Dichloroethane ug/L <0.37 0.50 01/23/23 13:580.37
1,1-Dichloroethene ug/L <0.35 0.50 01/23/23 13:580.35
1,1-Dichloropropene ug/L <0.43 0.50 01/23/23 13:580.43
1,2,3-Trichlorobenzene ug/L <0.81 2.0 01/23/23 13:580.81
1,2,3-Trichloropropane ug/L <0.26 0.50 01/23/23 13:580.26
1,2,4-Trichlorobenzene ug/L <0.64 2.0 01/23/23 13:580.64
1,2,4-Trimethylbenzene ug/L <0.50 0.50 01/23/23 13:580.50
1,2-Dibromo-3-chloropropane ug/L <0.34 1.0 01/23/23 13:580.34
1,2-Dibromoethane (EDB)ug/L <0.27 0.50 01/23/23 13:580.27
1,2-Dichlorobenzene ug/L <0.34 0.50 01/23/23 13:580.34
1,2-Dichloroethane ug/L <0.32 0.50 01/23/23 13:580.32
1,2-Dichloropropane ug/L <0.36 0.50 01/23/23 13:580.36
1,3,5-Trimethylbenzene ug/L <0.33 0.50 01/23/23 13:580.33
1,3-Dichlorobenzene ug/L <0.34 0.50 01/23/23 13:580.34
1,3-Dichloropropane ug/L <0.28 0.50 01/23/23 13:580.28
1,4-Dichlorobenzene ug/L <0.33 0.50 01/23/23 13:580.33
2,2-Dichloropropane ug/L <0.39 0.50 01/23/23 13:580.39
2-Chlorotoluene ug/L <0.32 0.50 01/23/23 13:580.32
4-Chlorotoluene ug/L <0.32 0.50 01/23/23 13:580.32
Benzene ug/L <0.34 0.50 01/23/23 13:580.34
Bromobenzene ug/L <0.29 0.50 01/23/23 13:580.29
Bromochloromethane ug/L <0.47 0.50 01/23/23 13:580.47
Bromodichloromethane ug/L <0.31 0.50 01/23/23 13:580.31
Bromoform ug/L <0.34 0.50 01/23/23 13:580.34
Bromomethane ug/L <1.7 5.0 01/23/23 13:581.7
Carbon tetrachloride ug/L <0.33 0.50 01/23/23 13:580.33
Chlorobenzene ug/L <0.28 0.50 01/23/23 13:580.28
Chloroethane ug/L <0.65 1.0 01/23/23 13:580.65
Chloroform ug/L <0.43 0.50 01/23/23 13:580.43
Chloromethane ug/L <0.54 1.0 01/23/23 13:580.54
cis-1,2-Dichloroethene ug/L <0.38 0.50 01/23/23 13:580.38
cis-1,3-Dichloropropene ug/L <0.36 0.50 01/23/23 13:580.36
Dibromochloromethane ug/L <0.36 0.50 01/23/23 13:580.36
Dibromomethane ug/L <0.39 0.50 01/23/23 13:580.39
Dichlorodifluoromethane ug/L <0.35 0.50 01/23/23 13:580.35
Diisopropyl ether ug/L <0.31 0.50 01/23/23 13:580.31
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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:3903642
Associated Lab Samples:92646869005
Matrix:Water
AnalyzedMDL
Ethanol ug/L <72.2 200 01/23/23 13:5872.2
Ethyl-tert-butyl ether ug/L <3.2 10.0 01/23/23 13:583.2
Ethylbenzene ug/L <0.30 0.50 01/23/23 13:580.30
Hexachloro-1,3-butadiene ug/L <1.5 2.0 01/23/23 13:581.5
Isopropylbenzene (Cumene)ug/L <0.33 0.50 01/23/23 13:580.33
m&p-Xylene ug/L <0.71 1.0 01/23/23 13:580.71
Methyl-tert-butyl ether ug/L <0.42 0.50 01/23/23 13:580.42
Methylene Chloride ug/L <2.0 2.0 01/23/23 13:582.0
n-Butylbenzene ug/L <0.49 0.50 01/23/23 13:580.49
n-Propylbenzene ug/L <0.34 0.50 01/23/23 13:580.34
Naphthalene ug/L <0.64 2.0 01/23/23 13:580.64
o-Xylene ug/L <0.34 0.50 01/23/23 13:580.34
sec-Butylbenzene ug/L <0.40 0.50 01/23/23 13:580.40
Styrene ug/L <0.29 0.50 01/23/23 13:580.29
tert-Amyl Alcohol ug/L <36.4 100 01/23/23 13:5836.4
tert-Amylmethyl ether ug/L <9.2 10.0 01/23/23 13:589.2
tert-Butyl Alcohol ug/L <26.8 50.0 01/23/23 13:5826.8
tert-Butyl Formate ug/L <29.4 50.0 01/23/23 13:5829.4
tert-Butylbenzene ug/L <0.32 0.50 01/23/23 13:580.32
Tetrachloroethene ug/L <0.29 0.50 01/23/23 13:580.29
Toluene ug/L <0.24 0.50 01/23/23 13:580.24
trans-1,2-Dichloroethene ug/L <0.40 0.50 01/23/23 13:580.40
trans-1,3-Dichloropropene ug/L <0.36 0.50 01/23/23 13:580.36
Trichloroethene ug/L <0.38 0.50 01/23/23 13:580.38
Trichlorofluoromethane ug/L <0.30 1.0 01/23/23 13:580.30
Vinyl chloride ug/L <0.39 1.0 01/23/23 13:580.39
Xylene (Total)ug/L <0.34 1.0 01/23/23 13:580.34
1,2-Dichloroethane-d4 (S)%107 70-130 01/23/23 13:58
4-Bromofluorobenzene (S)%99 70-130 01/23/23 13:58
Toluene-d8 (S)%102 70-130 01/23/23 13:58
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3903643LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 21.820 109 60-140
1,1,1-Trichloroethane ug/L 23.820 119 60-140
1,1,2,2-Tetrachloroethane ug/L 22.920 114 60-140
1,1,2-Trichloroethane ug/L 23.420 117 60-140
1,1-Dichloroethane ug/L 22.920 115 60-140
1,1-Dichloroethene ug/L 24.320 122 60-140
1,1-Dichloropropene ug/L 25.720 128 60-140
1,2,3-Trichlorobenzene ug/L 25.920 129 60-140
1,2,3-Trichloropropane ug/L 23.420 117 60-140
1,2,4-Trichlorobenzene ug/L 24.220 121 60-140
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3903643LABORATORY CONTROL SAMPLE:
LCSSpike
1,2,4-Trimethylbenzene ug/L 24.620 123 60-140
1,2-Dibromo-3-chloropropane ug/L 22.520 112 60-140
1,2-Dibromoethane (EDB)ug/L 23.820 119 60-140
1,2-Dichlorobenzene ug/L 23.720 119 60-140
1,2-Dichloroethane ug/L 24.320 121 60-140
1,2-Dichloropropane ug/L 23.920 119 60-140
1,3,5-Trimethylbenzene ug/L 24.520 122 60-140
1,3-Dichlorobenzene ug/L 23.920 120 60-140
1,3-Dichloropropane ug/L 23.420 117 60-140
1,4-Dichlorobenzene ug/L 22.520 113 60-140
2,2-Dichloropropane ug/L 23.420 117 60-140
2-Chlorotoluene ug/L 23.320 117 60-140
4-Chlorotoluene ug/L 24.120 120 60-140
Benzene ug/L 20.420 102 60-140
Bromobenzene ug/L 22.920 115 60-140
Bromochloromethane ug/L 22.920 115 60-140
Bromodichloromethane ug/L 22.320 111 60-140
Bromoform ug/L 20.620 103 60-140
Bromomethane ug/L 19.120 96 60-140
Carbon tetrachloride ug/L 21.420 107 60-140
Chlorobenzene ug/L 22.620 113 60-140
Chloroethane ug/L 24.320 122 60-140
Chloroform ug/L 23.120 116 60-140
Chloromethane ug/L 22.920 115 60-140
cis-1,2-Dichloroethene ug/L 23.320 116 60-140
cis-1,3-Dichloropropene ug/L 23.020 115 60-140
Dibromochloromethane ug/L 21.720 109 60-140
Dibromomethane ug/L 22.420 112 60-140
Dichlorodifluoromethane ug/L 22.420 112 60-140
Diisopropyl ether ug/L 24.120 120 60-140
Ethanol ug/L 975800 122 60-140
Ethyl-tert-butyl ether ug/L 46.840 117 60-140
Ethylbenzene ug/L 22.920 115 60-140
Hexachloro-1,3-butadiene ug/L 24.620 123 60-140
Isopropylbenzene (Cumene)ug/L 23.320 117 60-140
m&p-Xylene ug/L 47.140 118 60-140
Methyl-tert-butyl ether ug/L 23.020 115 60-140
Methylene Chloride ug/L 22.420 112 60-140
n-Butylbenzene ug/L 25.720 129 60-140
n-Propylbenzene ug/L 23.820 119 60-140
Naphthalene ug/L 27.520 138 60-140
o-Xylene ug/L 23.620 118 60-140
sec-Butylbenzene ug/L 24.520 122 60-140
Styrene ug/L 24.120 121 60-140
tert-Amyl Alcohol ug/L 467400 117 60-140
tert-Amylmethyl ether ug/L 47.240 118 60-140
tert-Butyl Alcohol ug/L 246200 123 60-140
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3903643LABORATORY CONTROL SAMPLE:
LCSSpike
tert-Butyl Formate ug/L 181160 113 60-140
tert-Butylbenzene ug/L 19.720 99 60-140
Tetrachloroethene ug/L 22.120 111 60-140
Toluene ug/L 22.220 111 60-140
trans-1,2-Dichloroethene ug/L 24.220 121 60-140
trans-1,3-Dichloropropene ug/L 23.420 117 60-140
Trichloroethene ug/L 23.820 119 60-140
Trichlorofluoromethane ug/L 19.820 99 60-140
Vinyl chloride ug/L 21.320 106 60-140
Xylene (Total)ug/L 70.660 118 60-140
1,2-Dichloroethane-d4 (S)%107 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%99 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
3903644MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92647273004
3903645
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 114 60-140125 9 3020ND22.9 25.0
1,1,1-Trichloroethane ug/L M12013660-140147 8 3020ND27.3 29.4
1,1,2,2-Tetrachloroethane ug/L 20 116 60-140129 11 3020ND23.1 25.9
1,1,2-Trichloroethane ug/L 20 122 60-140133 9 3020ND24.4 26.5
1,1-Dichloroethane ug/L M12013560-140145 7 3020ND27.1 29.1
1,1-Dichloroethene ug/L M12014660-140158 8 3020ND29.2 31.5
1,1-Dichloropropene ug/L M12015060-140161 7 3020ND30.1 32.3
1,2,3-Trichlorobenzene ug/L 20 112 60-140128 14 3020ND22.3 25.6
1,2,3-Trichloropropane ug/L 20 117 60-140131 11 3020ND23.4 26.1
1,2,4-Trichlorobenzene ug/L 20 113 60-140128 12 3020ND22.7 25.5
1,2,4-Trimethylbenzene ug/L 20 127 60-140134 6 3020ND25.4 26.9
1,2-Dibromo-3-
chloropropane ug/L 20 101 60-140112 10 3020ND20.3 22.3
1,2-Dibromoethane (EDB)ug/L 20 122 60-140135 10 3020ND24.4 27.1
1,2-Dichlorobenzene ug/L 20 120 60-140129 7 3020ND24.1 25.8
1,2-Dichloroethane ug/L M12013760-140144 5 3020ND27.4 28.9
1,2-Dichloropropane ug/L M12013060-140142 9 3020ND26.0 28.3
1,3,5-Trimethylbenzene ug/L 20 127 60-140134 5 3020ND25.4 26.8
1,3-Dichlorobenzene ug/L 20 122 60-140129 6 3020ND24.4 25.8
1,3-Dichloropropane ug/L 20 123 60-140134 8 3020ND24.7 26.8
1,4-Dichlorobenzene ug/L 20 115 60-140122 6 3020ND23.0 24.4
2,2-Dichloropropane ug/L M12013860-140149 8 3020ND27.6 29.9
2-Chlorotoluene ug/L 20 124 60-140132 6 3020ND24.9 26.3
4-Chlorotoluene ug/L 20 126 60-140133 5 3020ND25.3 26.6
Benzene ug/L 20 114 60-140124 8 3020ND22.8 24.7
Bromobenzene ug/L 20 119 60-140126 6 3020ND23.8 25.2
Bromochloromethane ug/L M12013260-140141 7 3020ND26.3 28.2
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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9800 Kincey Ave. Suite 100
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[phone]
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QUALITY CONTROL DATA
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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.
3903644MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92647273004
3903645
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Bromodichloromethane ug/L 20 115 60-140126 9 3020ND23.0 25.1
Bromoform ug/L 20 101 60-140109 8 3020ND20.1 21.8
Bromomethane ug/L 20 98 60-140110 12 3020ND19.6 22.1
Carbon tetrachloride ug/L 20 117 60-140126 8 3020ND23.3 25.2
Chlorobenzene ug/L 20 122 60-140132 8 3020ND24.4 26.4
Chloroethane ug/L M12015160-140162 7 3020ND30.1 32.4
Chloroform ug/L 20 131 60-140139 6 3020ND26.2 27.9
Chloromethane ug/L 20 121 60-140135 11 3020ND24.2 27.0
cis-1,2-Dichloroethene ug/L M12013760-140145 6 3020ND27.5 29.0
cis-1,3-Dichloropropene ug/L 20 119 60-140130 8 3020ND23.8 25.9
Dibromochloromethane ug/L 20 110 60-140120 9 3020ND22.0 24.0
Dibromomethane ug/L 20 116 60-140128 10 3020ND23.2 25.6
Dichlorodifluoromethane ug/L 20 106 60-140112 5 3020ND21.1 22.3
Diisopropyl ether ug/L M12013460-140147 9 3020ND26.8 29.3
Ethanol ug/L M180013060-140151 14 30800ND10401210
Ethyl-tert-butyl ether ug/L M14013060-140142 8 3040ND52.1 56.7
Ethylbenzene ug/L 20 122 60-140136 10 3020ND24.4 27.1
Hexachloro-1,3-butadiene ug/L 20 112 60-140125 11 3020ND22.4 25.0
Isopropylbenzene
(Cumene)ug/L 20 123 60-140134 9 3020ND24.5 26.7
m&p-Xylene ug/L 40 125 60-140135 7 3040ND50.2 54.1
Methyl-tert-butyl ether ug/L 20 129 60-140140 8 3020ND25.8 28.0
Methylene Chloride ug/L M12013460-140141 5 3020ND26.7 28.2
n-Butylbenzene ug/L M12013060-140142 9 3020ND26.0 28.4
n-Propylbenzene ug/L 20 126 60-140134 6 3020ND25.3 26.8
Naphthalene ug/L 20 115 60-140134 15 3020ND23.0 26.8
o-Xylene ug/L 20 125 60-140134 8 3020ND24.9 26.9
sec-Butylbenzene ug/L 20 127 60-140136 7 3020ND25.5 27.2
Styrene ug/L 20 127 60-140139 9 3020ND25.4 27.7
tert-Amyl Alcohol ug/L 400 117 60-140130 10 30400ND467518
tert-Amylmethyl ether ug/L 40 123 60-140135 9 3040ND49.3 54.0
tert-Butyl Alcohol ug/L M120014060-140175 22 30200ND281350
tert-Butyl Formate ug/L 160 81 60-14062 26 30160ND129100
tert-Butylbenzene ug/L 20 103 60-140109 6 3020ND20.6 21.8
Tetrachloroethene ug/L 20 120 60-140129 7 3020ND24.1 25.8
Toluene ug/L 20 118 60-140128 8 3020ND23.7 25.6
trans-1,2-Dichloroethene ug/L M12014260-140153 8 3020ND28.5 30.7
trans-1,3-Dichloropropene ug/L 20 118 60-140130 10 3020ND23.7 26.1
Trichloroethene ug/L 20 130 60-140140 7 3020ND26.0 28.0
Trichlorofluoromethane ug/L 20 119 60-140128 7 3020ND23.9 25.5
Vinyl chloride ug/L 20 118 60-140132 11 3020ND23.6 26.4
Xylene (Total)ug/L 60 125 60-140135 7 3060ND75.1 81.0
1,2-Dichloroethane-d4 (S)%112 70-130110
4-Bromofluorobenzene (S)%100 70-130101
Toluene-d8 (S)%98 70-13098
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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QUALIFIERS
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
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 EPAMethod 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
Analyte recovery in the matrix spike was outside QC limits for one or more of the constituent analytes used in the
calculated result.MS
The EPA or method required sample preservation degrades this compound, therefore acceptable recoveries may not be
achieved in sample matrix spikes.P5
RPD value was outside control limits.R1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92646869
SLC4491902 CROSSROADS CENTER-C
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92646869001 750552MW-1 SM 6200B
92646869002 750552MW-3 SM 6200B
92646869003 750552MW-10 SM 6200B
92646869004 750552MW-12 SM 6200B
92646869005 751122MW-13 SM 6200B
92646869006 749777FB-1 SM 6200B
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 01/23/2023 04:53 PM
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Page 34 of 36
UU#_Title:ENV-FRM-HUN1-0083 v01_Sample Condition Upon Receipt
Effective Date:05/12/202205/12/2022
Laboratory receiving samples:
Asheville Q EdenQ Greenwood Q Huntersville
Client Name:
|l/Ai>noyct/illp||Raleigh^MerUO#:92646869SampleCondition
Upon Receipt A )c (kroner /.c piMO -[jiarl,kAFedExIDUPSQuSPS0Client
Project #:HimimilCourier:I ICommercial Other:Pace
Custody Seal Present?DYes 3]No Seals Intact?I |Yes AfhCWP.FDate/InitialsPersonExaminingContents:,
[Bubble Wrap Bubble Bags ONone OtherPackingMaterial:Biological Tissue Frozen?
Yes DNO 0N/A/Thermometer:Ed ii 0Wet DBlueIRGunID:
NoneTypeofIce:Correction Factor:
Add/Subtract (°C)Cooler Temp:Temp should be above freezing to 6°C
Samples out of temp criteria.Samples on ice,coolingprocesshasbegun9.s7
/Cooler Temp Corrected (°C);
USDA Regulated Soil (Q]N/A,water sample)Did samples originatein a quarantine zone withinthe United States:CA,NY,or SCcheckmaps)?OYes ONo Did samplesoriginate froma foreignsource (internationally,including Hawaii and Puerto Rico)?OYes QNO
Comments/Discrepancy:
Yes DNQ DN/AChainofCustodyPresent?1.
[g(Yes DNQ DN/ASamplesArrivedwithinHoldTime?2.
Yes ETNO.DN/AShortHoldTimeAnalysis(<72 hr.)?3.
Yes BNo N/ARushTurnAroundTimeRequested?4.
Yes DNQ DN/ASufficientVolume?5.
QY
NO ON/A
Yes ONo QN/A
Correct Containers Used?-PaceContainers Used?6.Yes
Yes DNO DN/AContainersIntact?7.
Yes PNo QN/ADissolvedanalysis:Samples Field Filtered?8.EjVes ONo DN/ASampleLabelsMatchCOC?9.
-Includes Date/Time/ID/Analysis Matrix:
H]NO N/AYesHeadspaceinVOAVials(>5-6mm)?10.
Yes DNO QN/ATripBlankPresent?11.
N/AYesPNoTripBlankCustodySealsPresent?
Field Data Required?OYes ONoCOMMENTS/SAMPLE DISCREPANCY
Lot ID of split containers:CLIENT NOTIFICATION/RESOLUTION
Date/Time:Person contacted:
M T.3\Project Manager SCURF Review:Date:
Project Manager SRF Review:Date:
Qualtrax ID:69614 Page 1 of 2
Page 35 of 36
UU#_Title:ENV-FRM-HUN1-0083 v01_Sample Condition Upon Receipt
I i\:«'"MI
Effective Date:05/12/202205/12/2022
®;92646869
Due Date:
*Check mark top half of box if pH and/or dechlorination is verified andwithintheacceptancerangeforpreservationsamples.Exceptions:VOA,Coliform,TOC,Oiland Grease,DRO/8015(water)DOC,LLHg
**Bottom half of box is to list number of bottles
***Check aj]unpreserved Nitrates for chlorine
Project fl
CLIENT::01/23/2392-flTC
L
*ocn u0»<D A 2 D
2<—L a>I<<<<u <<o<u «7»in
QJ 2 JQ X>2
ro
i<2 2 2
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Oate preservation adjustedSampleIDTypeofPreservative Time preservation
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pH upon receipt Amountof Preservative
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Note:Whenever there is a discrepancy a feeling NorthCarolina compliance samples,a copy of this form willbe sent tothe North Carolina DENR CertificationOffice (i.e.Out of hold,incorrect preservative,out of temp,incorrect containers.
Qualtrax ID:69614 Page 2 of 2
Page 36 of 36rface CHAIN-OF-CUSTODY /Analytical Request DocumentTheChain-of-Custody is a LEGAL DOCUMENT.All relevant fields must be completed accurately.Submitting a sample via this chain of custody constitutes acknowledgment and acceptance of the Pace Terms and Conditions found at https://info.pacelabs.com/hubfs/pas-standard-terms.pdf.SectionC*ItionAluiredClientInformation:SectionBRequiredProject Information:Invoice Information:Page :Of1 1ReportTo:AI Quarles Attention:ipany:ATCGroupServices.LLC-Charlotte
Copy To:Company Name:ress:7606WhitehallExec.CenterDr
Address:e800.Charlotte.NC28273 Regulatory Agency
lil:=>aceQuote:S+OiH.L#Cl ($Purchase Order #:al.quaries@atcgscom |Fax:Project Name.3aceProjectManager:ne:[phone] SLC4491902 Crossroads Center-C taylor,cannon@pacelabs com.State /Location
uestedDueDate:Project #:PaceProfile #:3848-3 NC
RequestedAnalysisFiltered (Y/N)
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