WS-6544_30069_CA_MRP_20230728

SUBSEQUENT MONITORING REPORT
FORMER HOPEDALE MARKET #384 (INCIDENT NO. 30069) 810 DEEP CREEK CHURCH ROAD BURLINGTON, ALAMANCE COUNTY, NORTH CAROLINA ESP PROJECT NO. 23-00200-054
Prepared For:
North Carolina Department of Environmental Quality
Division of Waste Management – UST Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Prepared By:
ESP Associates, Inc.
P. O. Box 7030
Charlotte, North Carolina 28241
July 28, 2023
ESP Associates, Inc.
P.O. Box 7030 • Charlotte, NC 28241
1.800.960.7317 • NC: 704.583.4949, fax [phone] • SC: 803.802.2440, fax [phone]
www.espassociates.com
July 28, 2023
Ms. Kristie Oseguera
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Email: [e-mail]
Reference:SUBSEQUENT MONITORING REPORT
Former Hopedale Market #384 (Incident #30069)
810 Deep Creek Church Road
Burlington, Alamance County, North Carolina
ESP Project No. 23-00200-054
Dear Ms. Oseguera:
ESP Associates, Inc. (ESP) is pleased to present this Subsequent Monitoring Report documenting
activities performed at the subject site, Former Hopedale Market #384, in accordance with North
Carolina Department of Environmental Quality (NCDEQ), Task Authorization No. 1, approved on
April 11, 2023. The subject site is located at 810 Deep Creek Church Road, Burlington, North
Carolina.
We appreciate the opportunity to provide environmental services on this project. If you should
have any questions, please do not hesitate to contact us at [phone].
Sincerely,
ESP Associates, Inc.
Matthew R. Craig Nora A. Zirps, PE, RSM
Project Manager Senior Project Engineer
Attachment – Subsequent Monitoring Report
TABLE OF CONTENTS
Section Page
SITE INFORMATION .....................................................................................................................i
EXECUTIVE SUMMARY..............................................................................................................iii
1.0 INTRODUCTION ...............................................................................................................1
1.1 SITE SETTING............................................................................................................1
1.2 SITE GEOLOGY AND HYDROGEOLOGY..................................................................1
1.3 SURFACE WATER .....................................................................................................2
1.4 WATER SUPPLY WELLS ...........................................................................................2
2.0 SITE HISTORY...................................................................................................................4
3.0 FIELD ACTIVITIES ...........................................................................................................6
3.1 WATER LEVEL GAUGING.........................................................................................6
3.2 FREE PRODUCTION EVALUATION ..........................................................................6
3.3 GROUNDWATER SAMPLING....................................................................................6
3.4 FIELD QUALITY CONTROL SAMPLING AND ANALYSIS ........................................7
4.0 GROUNDWATER ANALYTICAL RESULTS ....................................................................8
5.0 CONCLUSIONS AND RECOMMENDATIONS..................................................................9
6.0 REFERENCES ..................................................................................................................10
FIGURES
Figure 1 USGS Topographic Site Location Map
Figure 2 Site Map
Figure 3 Groundwater Elevation Map
Figure 4 Groundwater Results Map
Figure 5 Water Supply Well Radius Map
TABLES
Table 1 Water Supply Well Information
Table 2 Monitoring Well Construction and Groundwater Elevation Data
Table 3 Summary of Groundwater Analytical Results
APPENDICES
Appendix A Historical Water Level and Groundwater Analytical Results Information
Appendix B Receptor Survey Documentation
Appendix C Water Supply Well Sampling Agreements
Appendix D Field Documentation
Appendix E Laboratory Data Reports
Subsequent Monitoring Report ESP Project No. 23-00200-054
Former Hopedale Market #384 (Incident # 30069) July 28, 2023
i
SITE INFORMATION
Date of Report:July 28, 2023
NCDEQ Incident No:30069
NCDEQ UST No.:WS-6544
Site Name:Former Hopedale Market #384
Site Location:810 Deep Creek Church Road
Burlington, Alamance County, North Carolina 27217
Latitude:N 360 12” 39.5”
Longitude:W 790 40’ 40.5”
UST Owner/ Operator:N/A - NCDEQ State Lead Program
Current Property
Owner:Hugo Nelvin Morales
1119 South Riverview Drive
Burlington, North Carolina 27217-8749
(336)-213-3670
Current Property
Occupant:Blue Hornet Convenience Store
(336)-253-2282
Consultant:ESP Associates, Inc.
P.O. Box 7030
Charlotte, North Carolina 28241
[phone]
Laboratory:Pace Analytical Services, LLC
NCDEQ No. 5342
9800 Kincey Avenue
Huntersville, North Carolina 28028
[phone]
Release Information:Release Discovery Date: August 2002, reported November 2002
Estimated Quantity: Unknown
Cause of Release: Underground Storage Tank (UST) System
Source of Release: Three 10,000-gallon gasoline USTs; one 6,000-
gallon diesel UST; and one 3,000-gallon kerosene UST, all believed
to still be active.
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(Note: USTs previously removed from the site on October 1, 1987,
included one 6,000-gallon and two 10,000-gallon gasoline USTs)
I, Nora A. Zirps, a Professional Engineer for ESP Associates, Inc., do certify that the information
contained in this report is correct and accurate to the best of my knowledge.
ESP Associates, Inc. is licensed to practice both geology and engineering in North Carolina. ESP
Associates, Inc.’s certification numbers are: Geology: C-556 / Engineering: F-1407
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iii
EXECUTIVE SUMMARY
This executive summary section provides an abbreviated reporting of our Site observations and
findings. Refer to the main text and appendices for a complete reporting of our observations and
findings.
ESP Associates, Inc (ESP) has completed a Subsequent Monitoring Report documenting
assessment activity performed at the Former Hopedale Market #384 (Incident No. 30069). The site
is an approximate 0.55-acre developed site (Tax Parcel No. 149781) located at 810 Deep Creek
Church Road in Burlington, Alamance County, North Carolina. This report was completed to
summarize the findings of assessment activities performed on May 24, 2023, in accordance with
North Carolina Department of Environmental Quality (NCDEQ) Task Authorization No. 1, approved
on April 11, 2023.
The work was performed as part of the State Lead Contract #N70522-D between NCDEQ and ESP
Associates, Inc. This report was prepared in general accordance with the 15A NCAC 2L .0115
regulations and the NCDEQ UST Section Guidelines for Assessment and Corrective Action for UST
Releases, January 2021, under the supervision of Nora A. Zirps, North Carolina registered
professional engineer (North Carolina License No. 023838).
On May 24, 2023, ESP performed the following field activities:
•Gauged static water level in existing on-site monitoring well MW-1.
•Collected a groundwater sample from on-site monitoring well MW-1.
•Performed a water supply well (WSW) survey.
•Although planned, ESP was unable to collect groundwater samples from on-site (WSW-1)
and off-site adjacent (WSW-2 and WSW-3) WSWs since they were found to be inactive
and the pumping equipment removed.
The collected groundwater sample was analyzed for volatile organic compounds (VOCs) for
comparison to both North Carolina Groundwater Quality Standards 15A NCAC 2L .0202 (2L
Standards) and Gross Contaminant Levels (GCLs).
Based on results of the above sampling activities, ESP concludes the following:
•The static water level in MW-1 was 10.49 ft bTOC.
•The general direction of groundwater flow beneath the site is assumed to be to the west
toward Stony Creek, which is directly adjacent to the western boundary of the site.
•No VOCs in the groundwater sample from MW-1 exceeded their respective GCLs or 2L
Standards. In fact, chloroform was the only detected compound, and it was detected at a
concentration well below its 2L Standard.
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iv
•Based on surface topography, water supply wells discovered during the receptor survey
appear to be upgradient or cross-gradient of the source area.
Based on the above results, ESP offers the following recommendation:
•Install two additional monitoring wells to further investigate whether impacts to
groundwater still exist.
Subsequent Monitoring Report ESP Project No. 23-00200-054
Former Hopedale Market #384 (Incident # 30069) July 28, 2023
1
1.0 INTRODUCTION
1.1 Site Setting
The Former Hopedale Market #384 site is an approximate 0.55-acre developed site (Tax Parcel No.
149781) located at 810 Deep Creek Church Road in Burlington, Alamance County, North Carolina
(see Figure 1 and Figure 2). The site includes an approximate 2,400-sqft structure reportedly built
in 1978 along with paved surfaces on the southern portion, partially developed vegetated land on the
western portion, and grassy patches occurring in the western and northeastern areas. The site is
bounded to the north by partially-developed unoccupied properties, to the east by Brown Lovell Lane
and occupied single-family homes, to the south by Deep Creek Church Rd and single-family homes,
and to the west by Stony Creek.
1.2 Site Geology and Hydrogeology
Surface and subsurface drainage and geology are of interest since they provide an indication of the
direction that contamination, if present on-site or off-site, could be transported.
The site is located within the Slate Belt of the Piedmont Physiographic Province. The Piedmont
Physiographic Province generally consists of low to medium elevation, rounded hills, and long
rolling northeast to southwest trending ridges with incised creeks and river channels. Rocks in the
site area are described as Late Proterozoic-aged megacrystic, well foliated metamorphosed granitic
rock locally containing hornblende. In-place chemical and physical weathering of parent rocks
typically form residual soils in the Piedmont region. Weathering is facilitated by the presence of
fractures, joints, and less resistant minerals in the rock. In areas not altered by erosion, alluvial
deposition or the activities of man, the typical residual soil profile consists of clay-rich
unconsolidated materials at the surface, transitioning to sandy silts and silty sands at depth.
Typically, the boundary between soil and rock is not sharply defined. This transitional zone is
termed “partially weathered rock” or saprolite. Information obtained from the Web Soil Survey
for Alamance County depicts soils on the site as Cullen Clay Loam, 15 to 45 percent slopes,
moderately eroded (CnE2).
In the Piedmont, groundwater generally occurs in pore spaces within soils and in the structural
features present in the underlying rock (i.e., joints, fractures, and faults). Recharge to the water
table is primarily by precipitation infiltrating the surficial soils and percolating downward under
the influence of gravity to the water table. Typically, the water table is not a level surface, but a
subdued reflection of the land surface. The depth to the water table is not consistent and is
dependent upon several factors including the amount of rainfall, permeability of the soil, the
magnitude of fracturing in the bedrock and the influences of groundwater pumping.
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The direction and movement of groundwater through soil is generally dependent on soil type, the
presence of relict bedrock structures, and the texture of the underlying rock. Fractures, faults,
folds, foliation planes, dikes and sills affect the migration of groundwater in rock. A series of N-
S oriented dikes occur generally within the site area, though no major geologic features are known
to occur directly at the site. Groundwater typically flows in directions parallel to the ground surface
and under the influence of gravity, migrates to discharge points such as surface water features, the
toes of slopes or natural springs. Fluctuations in the depth of the water table can be expected
depending on variations in precipitation, surface water run-off and other factors. Normally, the
highest levels of the water table occur in late winter and spring and the lowest levels occur in the
late summer and fall. Based on surface topography, shallow groundwater at the site is expected to
flow to the west towards Stony Creek.
1.3 Surface Water
The site is located within the drainage basin of the Haw River. Stony Creek, which is directly
adjacent to the western boundary of the site, flows southward and discharges into the Haw River.
The Haw River eventually drains into the Cape Fear River (see Figure 1 and Figure 5).
1.4 Water Supply Wells
ESP Associates, Inc. (ESP) performed a water supply well (WSW) survey for the site which
involved:
•Downloading parcel addresses and ownership information for properties within 1,000 ft of
the source area (UST basin) from the Alamance County geographic information system
(GIS).
•Performing visual observation of each identified property within 1,000 ft of the source area
from public roadways on May 24, 2023, to document visible presence of either a public water
meter or a private WSW.
•Knocking on doors of properties within 500 ft of the source area on May 24, 2023, to
interview property owners regarding presence and use of private WSWs.
•Leaving WSW survey forms in mailboxes of properties within 500 ft of the source area on
May 24, 2023, for properties where owner/tenant was not present.
Documentation associated with the WSW survey is provided in Appendix B.
A total of thirty-seven WSWs were identified within 1,000 feet of the source area as documented in
Table 1. The locations of the identified WSWs are depicted on Figure 5. As shown on Figure 5,
there are nine WSWs (designated WSW-1 [located on-site], WSW-2 [off-site, adjacent], WSW-3
[off-site, adjacent], WSW-4, WSW-5, WSW-6, WSW-7, WSW-8, and WSW-9) within a 500-ft
radius of the source area. Based on ground surface topography and the close proximity of the source
area to Stony Creek, the groundwater flow direction beneath the site is estimated to be to the west
Subsequent Monitoring Report ESP Project No. 23-00200-054
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toward Stony Creek; however, the groundwater flow direction has not been confirmed since only
one monitoring well has been installed at the site. Based on the estimated groundwater flow direction
based on surface topography, WSWs within 500 ft of the site appear to be either upgradient or cross-
gradient with respect to the source area as indicated in Table 1.
The on-site WSW (WSW-1) and the two off-site adjacent WSWs (WSW-2 and WSW-3) all reside
on parcels owned by Mr. Morales, the owner of the site. He reported that these three WSWs are
inactive, and the pumping equipment has been removed. He further stated that the site and the
adjacent properties (having street addresses 810, 822, 823, and 832 Deep Creek Church Road and
1711 Brown Lovell Lane Lots A-E [which appear in the Alamance County GIS as 1711 and 1737
Lots 1-4 Brown Lovell Lane]) are all connected to a single public water hookup (see communication
records and WSW survey forms in Appendix B). Communication with the City of Burlington
confirms that the site property owner pays a water bill.
Only one WSW survey form was obtained for the remaining WSWs (WSW-6, see Appendix B).
WSW-6 is active and used for potable purposes. It is presumed that WSW-4, WSW-5, and WSW-7
to 37 are also active and used for potable purposes based on information obtained from the City of
Burlington and the Orange-Alamance Water System (see communication records in Appendix B).
Determined/presumed well-usage is presented in Table 1.
Based on communications with the City of Burlington and the Orange-Alamance Water System,
municipal water is available to the site and the adjacent properties; however, the public water supply
line reportedly currently ends at the site and does not continue further east.
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2.0 SITE HISTORY
The following description of historical site activities was obtained from a report titled “Baseline
Environmental Assessment, Hopedale Market, 810 Deep Creek Church Road, Burlington, North
Carolina 27217-8917” by ATC Associates of North Carolina, P.C. dated September 20, 2002:
•The release was found during a Baseline Environmental Assessment on behalf of Cary Oil
Company and Marshall Oil Company. Soil and groundwater sampling conducted by ATC
indicated that the concentration of methyl-tert-butyl-ether (MTBE) in the vicinity of the
dispenser islands was above the North Carolina Administrative Code (NCAC) 2L
groundwater quality standards at a concentration of 771 micrograms per liter (µg/L).
The following description of historical site activities was obtained from a report titled “Site Check
Report, Hopedale Market # 384, 810 Deep Creek Church Road, Burlington, Alamance County,
North Carolina, Facility ID No: 0-023847, NCDENR Incident #30069” by EMS Environmental
Inc. (EMS) dated May 2003:
•Six soil borings, identified as SB-1 through SB-6, were advanced to various depths in the
vicinity of the underground storage tank (UST) system. The soil boring locations were
chosen to supplement the locations previously sampled in August 2002.
•Ransier Environmental Drilling was contracted to install a monitoring well identified as
MW-1 on April 29, 2003. Soil samples were collected during the advancement of MW-1 at
four-foot depth intervals using a split-spoon sampler from the ground surface to the top of
the apparent shallow water table at approximately 14 feet below ground surface (BGS). One
soil sample was collected from each of the following depth intervals: 0 to 4 feet; 4 to 8 feet;
and 8 to 12 feet.
•EPA 5030 concentrations were reported at below detection limit (BDL) for all soil samples
collected from the facility. Analytical results for EPA Method 3550 indicated that two soil
samples exhibited a detectable concentration of diesel-range organics (DRO): SB-6 (0 to 5
feet) at 8.0 milligrams per kilogram (mg/kg) and MW-1 (4 to 8 feet) at 630 mg/kg. All other
soil samples were reported as BDL for DRO. The reported concentration of DRO for soil
sample MW-1 (4-8 feet) exceeds the NCDEQ action level for DRO of 100 mg/kg.
•Analyses by EPA Method 8260 for soil sample MW-1 (8 to 12 feet) revealed a detectable
concentration of MTBE at 0.081 mg/kg. All other target EPA 8260 compounds were
reported as BDL. The reported concentration of MTBE is less than the applicable Soil-to-
Groundwater Maximum Soil Contaminant Concentration (MSCC) for MTBE.
•Soil analysis by EPA Method 8270 revealed the presence of multiple target compounds in
soil sample MW-1 (8 to 12 feet). Of the reported compounds, only the concentration of
benzo(a)pyrene was reported above the applicable Soil-to-Groundwater MSCCs. All other
target compounds were reported at concentrations as BDL or below the regulatory standard.
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The following description of historical site activities was obtained from a report titled “Limited Site
Assessment - Phase 1, Hopedale Market # 384, 810 Deep Creek Church Road, Burlington,
Alamance County, North Carolina, Facility ID No: 0-023847, NCDENR Incident #30069” by
EMS dated March 5, 2005:
•One groundwater sample was collected on February 23, 2005 for analysis by MADEP
extractable petroleum hydrocarbons (EPH), MADEP volatile petroleum hydrocarbons
(VPH), EPA 625 with tentatively identified compounds, EPA 601 to include ethylene
dibromide (EDB), EPA 3030C for lead, and EPA 602 with isopropyl ether (IPE) and MTBE
as per the regulatory guidelines at the time. Laboratory analytical results indicated non-
detectable concentrations for all EPA 601and EPA 625 compounds.
•Analysis by EPA Method 602 revealed the presence of MTBE (230 µg/L) and IPE (6 µg/L)
in the groundwater sample collected from MW-1. In addition, analysis by MADEP VPH
and EPH revealed a detectable concentration for the aliphatic petroleum hydrocarbon
fraction C5 to C8 of 0.056 milligrams per liter (mg/L) and a detectable concentration of the
aliphatic hydrocarbon fraction C9-C18 of 0.021 mg/L. All other petroleum hydrocarbon
fraction ranges were reported as non-detectable. Lead was detected at a concentration of 26
µg/L. Of the detected compounds, none were reported at a concentration in excess of ten
times the NCAC 2L groundwater standard.
•Soil analyses by EPA Method 8260 revealed a detectable concentration of total xylenes
(0.0037 mg/kg), MTBE (0.0046 mg/kg), 1,2,4-trimethylbenzene (0.0220 mg/kg), 1,3,5-
trimethylbenzene (0.0045 mg/kg), n-butylbenzene (0.0028 mg/kg), and naphthalene
(0.0440 mg/kg). All other target EPA 8260 compounds were reported as BDL. Of the
reported concentrations of detectable compounds, all were less than the applicable Soil-to-
Groundwater MSCCs.
•Soil analysis by EPA Method 8270, MADEP VPH, and MADEP EPH did not reveal the
presence of target compounds / petroleum hydrocarbon fraction ranges in the samples
collected from MW-1.
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3.0 FIELD ACTIVITIES
Field activities performed by ESP on May 24, 2023, included:
•Gauging static water levels in existing on-site monitoring well MW-1.
•Collecting a groundwater sample from existing on-site monitoring well MW-1.
•Although planned, ESP was unable to collect groundwater samples from on-site (WSW-1)
and off-site adjacent (WSW-2 and WSW-3) WSWs since they were found to be inactive
and the pumping equipment removed.
As provided in Appendix D, field logbook entries along with water level survey form,
groundwater sampling forms, and field instrument calibration form were completed in the field to
document site activities. Details of these activities are provided below.
3.1 Water Level Gauging
On May 24, 2023, prior to purging or collecting a groundwater sample, depth to groundwater from
the top of casing (TOC) within the existing on-site monitoring well MW-1 was measured and
recorded using a decontaminated electronic water level meter. The water level measurements were
collected by first removing the cover and plunger cap from the monitoring well and allowing water
within the well to stabilize. The electronic water level meter probe was then lowered into the well
and the depth to water measured relative to the well’s TOC.
As noted on Table 2, the static water level depth in MW-1 was 10.49 feet below TOC (ft bTOC).
As depicted on Figure 3, groundwater data is insufficient to determine groundwater flow direction;
however, it is estimated that groundwater beneath the site flows to the west toward Stony Creek
based on ground surface topography and the close proximity of the site to Stony Creek.
3.2 Free Product Evaluation
During the May 24, 2023, gauging event, no free product was measured in MW-1.
3.3 Groundwater Sampling
On May 24, 2023, groundwater samples were collected from monitoring well MW-1.
Groundwater samples were collected using a dedicated and disposable polyvinyl chloride (PVC)
bailer (1.5” x 3’) attached to braided nylon rope. Prior to groundwater sample collection, the well
was purged using the bailer. During purging, water quality parameters including pH, conductivity,
temperature, and turbidity were measured using calibrated field water quality instruments.
Readings were taken at the start of purging and periodically until a minimum of three well volumes
were removed from the well and water quality parameters stabilized. Following purging, a
groundwater sample for laboratory analysis was collected from the well using the bailer. The
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water quality parameters were recorded on groundwater sampling forms along with time, water
level depth, and cumulative volume of water purged (see groundwater sampling forms in
Appendix D).
Groundwater samples were collected following Guidelines for Sampling by the Underground
Storage Tank Section, Division of Waste Management, North Carolina Department of
Environmental Quality (NCDEQ, 2022). Groundwater samples were placed in laboratory-prepared
vials preserved with hydrochloric acid (HCl), labeled, and stored on ice in a cooler for subsequent
delivery under standard chain-of-custody (COC) procedures to Pace Analytical (Pace), a North
Carolina-certified laboratory, located in Huntersville, North Carolina, for analysis. The
groundwater samples were analyzed for volatile organic compounds (VOCs) by EPA Method
6200B including MTBE, EDB, and IPE.
3.4 Field Quality Control Sampling and Analysis
One field blank was prepared by pouring deionized water into laboratory-prepared vials preserved
with HCl while the groundwater sample from MW-1 was collected. The field blank was analyzed
for VOCs to assess potential field contamination.
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4.0 GROUNDWATER ANALYTICAL RESULTS
Results of the laboratory analysis of groundwater sample MW-1 and the field blank are tabulated
in Table 3. As noted in Table 3, the groundwater analytical results are compared to both North
Carolina Groundwater Quality Standards 15A NCAC 2L .0202 (2L Standards) and GCLs (Gross
Contaminant Levels). The Pace laboratory analytical report is provided in Appendix E. A
summary of previous groundwater sampling results as completed by others is included in
Appendix A.
No analytes were detected at concentrations exceeding their respective GCLs or 2L Standards in
the groundwater sample from MW-1 (see Table 3). Chloroform was the only detected compound
in the groundwater sample from MW-1. Chloroform was detected at a concentration of 0.43 µg/L,
which is well below the 2L Standard for chloroform of 70 µg/L. Groundwater sampling results
relative to the well location are depicted on Figure 4.
No analytes were detected above their respective method detection limits (MDLs) in the field
blank.
As compared to the most recent previous sampling event performed on February 23, 2005, MTBE
and IPE concentrations decreased from 230 µg/L and 6 µg/L, respectively, to BDL.
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5.0 CONCLUSIONS AND RECOMMENDATIONS
Based on results of the above sampling activities, ESP concludes the following:
•The static water level in MW-1 was 10.49 ft bTOC.
•The general direction of groundwater flow beneath the site is assumed to be to the west
toward Stony Creek, which is directly adjacent to the western boundary of the site.
•No VOCs in the groundwater sample from MW-1 exceeded their respective GCLs or 2L
Standards. In fact, chloroform was the only detected compound, and it was detected at a
concentration well below its 2L Standard.
•Based on surface topography, water supply wells discovered during the receptor survey
appear to be upgradient or cross-gradient of the source area.
Based on the above results, ESP offers the following recommendation:
•Install two additional monitoring wells to further investigate whether impacts to
groundwater still exist.
Subsequent Monitoring Report ESP Project No. 23-00200-054
Former Hopedale Market #384 (Incident # 30069) July 28, 2023
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6.0 REFERENCES
Alamance County, North Carolina GIS website, https://apps.alamance-
nc.com/CountyGISMap/default.aspx.
Guideline for Sampling Underground Storage Tank Section, Division of Waste Management,
North Carolina Division of Environmental Quality, March 7, 2022, Change 4.
North Carolina Geological Survey, 1985, Geologic Map of North Carolina: Raleigh, North
Carolina Department of Natural Resources and Community Development, Geological Survey
Section, scale 1:500,000, in color.
Mineral Resources Online Spatial Data: Geologic Maps,
https://mrdata.usgs.gov/geology/state/map-us.html#.
EMS Environmental Inc., March 5, 2005, “Limited Site Assessment - Phase 1, Hopedale Market
# 384, 810 Deep Creek Church Road, Burlington, Alamance County, North Carolina, Facility ID
No: 0-023847, NCDENR Incident #30069”.
EMS Environmental Inc., June 12, 2003, “Site Check Report, Hopedale Market # 384, 810 Deep
Creek Church Road, Burlington, Alamance County, North Carolina, Facility ID No: 0-023847,
NCDENR Incident #30069”.
ATC Associates of North Carolina, P.C., September 20, 2002, “Baseline Environmental
Assessment, Hopedale Market, 810 Deep Creek Church Road, Burlington, North Carolina 27217-
8917, NCDENR Facility Identification No. 0-023847”.
FIGURES
0 350 700Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-054
ET
CWDATE07/05/2023
FIGURE 1USGS TOPOGRAPHIC SITE LOCATION MAPµAs Shown
BURLINGTON, NORTH CAROLINA
SITE BOUNDARY
All locations are approximate.
FORMER HOPEDALE MARKET #384
LEGEND:
<
DEEP CREEK
C
HU
RCH R
OADBROWN LOVELL
LANE

STONY CREEK
MW-1
EXISTING GAS STATION BUILDING
WELL HOUSE
DISPENSER ISLAND
LOCATION OF THREE 10,000-GAL GASOLINE USTs
LOCATION OF 3,000-GAL KEROSENE UST
LOCATION OF ONE FORMER GASOLINE UST
LOCATION OF 6,000-GAL DIESEL UST
LOCATION OF TWO FORMER GASOLINE USTs
PROPANE AST
550-GAL HEATING OIL UST
ED
ED
ED
WSW-1
WSW-4
WSW-3
WSW-5
WSW-6
ED
WSW-2
ED
ED
0 20 40Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-054
ET
CWDATE07/05/2023
FIGURE 2SITE MAPµAs Shown
BURLINGTON, NORTH CAROLINA
SITE BOUNDARYMONITORING WELLWATER SUPPLY WELLINACTIVE WATER SUPPLY WELL
All locations are approximate.
FORMER HOPEDALE MARKET #384ED
LEGEND:
<
ED
<DEEP CREEK
CHU
RCH R
OADBROWN LOVELL
LANE

STONY CREEK
MW-1
ED
ED
ED
WSW-1
WSW-4
WSW-3
WSW-5
WSW-6
ED
WSW-2
ED
ED
0 20 40Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-054
ET
CWDATE07/05/2023
FIGURE 3GROUNDWATER ELEVATION MAPµAs Shown
BURLINGTON, NORTH CAROLINA
SITE BOUNDARYMONITORING WELLWATER SUPPLY WELLINACTIVE WATER SUPPLY WELL
All locations are approximate.
FORMER HOPEDALE MARKET #384ED
LEGEND:
<
ED
(89.51-ft)
Groundwater elevations are relative and based offa benchmark of 100-ft given to MW-1.
EstimatedGroundwater FlowDirection Based onSurface Topography
Surface WaterFlow Direction
<DEEP CREEK
CHU
RCH R
OADBROWN LOVELL
LANE

STONY CREEK
MW-1
ED
ED
ED
WSW-1
WSW-4
WSW-3
WSW-5
WSW-6
ED
WSW-2
ED
ED
0 20 40Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-054
ET
CWDATE07/05/2023
FIGURE 4GROUNDWATER RESULTS MAPµAs Shown
BURLINGTON, NORTH CAROLINA
SITE BOUNDARYMONITORING WELLWATER SUPPLY WELLINACTIVE WATER SUPPLY WELL
All locations are approximate.
FORMER HOPEDALE MARKET #384ED
LEGEND:
<
ED
Yellow highlighted values are greater than the GCL.
Only analytes above 2L Standards shown.
DEEP CREEK CH
URC
H
R
OA
DBROWN LOVELL
LANE
STON
Y
CREE
K
ED
ED
ED
ED
ED
ED
ED
ED
ED
ED
ED
ED ED
ED
ED
ED
ED
ED
ED
ED
ED
ED ED
ED
ED ED
ED
ED
ED ED
ED
ED
ED
ED
500-ft RADIUS
1000-ft RADIUS
WSW-1 WSW-2
WSW-3
WSW-4
WSW-5
WSW-6 WSW-7
WSW-8
WSW-9
WSW-36
WSW-10 WSW-11
WSW-12
WSW-13
WSW-14
WSW-15
WSW-16
WSW-17
WSW-18
WSW-19
WSW-20
WSW-21
WSW-22
WSW-23
WSW-24
WSW-25
WSW-26
WSW-27
WSW-28
WSW-29
WSW-30
WSW-31
WSW-32
WSW-33
WSW-34
WSW-35
HA
W

R
I
V
E
R
ED
WSW-37
HA
W

R
I
V
E
R

T
R
A
I
L
C
A
R
O
L
I
N
A

R
O
A
D
SAN
D
Y

C
R
O
S
S

R
O
A
D
ED
ED
0 110 220Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-054
ET
CWDATE07/05/2023
FIGURE 5WATER SUPPLY WELL RADIUS MAPµAs Shown
BURLINGTON, NORTH CAROLINA
SITE BOUNDARYWATER SUPPLY WELLINACTIVE WATER SUPPLY WELLCITY OF BURLINGTONRIVERINE WETLANDLAKE FRESHWATER FORESTED/SHRUB WETLAND
All locations are approximate.
FORMER HOPEDALE MARKET #384
LEGEND:
ED
ED
TABLES
Table 1
Water Supply Well Information
Former Hopedale Market #384
Burlington, North Carolina
NCDEQ Incident No. 30069
(Page 1 of 2)
Well No.Property Owner Mailing Address Property Address Distance From
Source Area
Topographic
Relationship to
Source Area
Well Status/Use Municpal
Water Tax Parcel ID
WSW-1 Hugo Nelvin Morales 1119 S Riverview Drive,
Burlington, NC 27217
810 Deep Creek Church Road,
Burlington, NC 27217 <500 Cross-Gradient Inactive Yes 149781
WSW-2 Hugo Nelvin Morales 1119 S Riverview Drive,
Burlington, NC 27217
822 Deep Creek Church Road,
Burlington, NC 27217 <500 Upgradient Inactive Yes 149784
WSW-3 Hugo Nelvin Morales 1119 S Riverview Drive,
Burlington, NC 27217
823 Deep Creek Church Road,
Burlington, NC 27217 <500 Cross-Gradient Inactive Yes 149789
WSW-4 Bonnie F. Runyan Life Estate 840 Deep Creek Church Road,
Burlington, NC 27217
840 Deep Creek Church Road,
Burlington, NC 27217 <500 Upgradient Presumed Active /
Potable No 149794
WSW-5 Cai Daohua 9306 Candalero Court,
Elk Grove, CA 95758
833 Deep Creek Church Road,
Burlington, NC 27217 <500 Cross-Gradient Presumed Active /
Potable No 149793
WSW-6 Roger Keith Faucette 805 Celina Street,
Burlington, NC 27217
805 Celina Street,
Burlington, NC 27217 <500 Cross-Gradient Active / Potable No 149792
WSW-7 Kenneth Lashley Vaughn 861 Murray Street,
Burlington, NC 27217
811 Celina Street,
Burlington, NC 27217 <500 Cross-Gradient Presumed Active /
Potable No 149849
WSW-8 Edward Vladimir Q. Gonzalez &
Jacqueline Celina Lopez Silva
844 Deep Creek Church Road,
Burlington, NC 27217
844 Deep Creek Church Road,
Burlington, NC 27217 <500 Upgradient Presumed Active /
Potable No 149795
WSW-9 Anthony Chad Ward 817 Celina Street,
Burlington, NC 27217
817 Celina Street,
Burlington, NC 27217 <500 Cross-Gradient Presumed Active /
Potable No 149850
WSW-10 Jimmy Noah Faulkner & Sandra
Iseley Faulkner
1783 Faulkner Drive,
Burlington, NC 27217
1743 Carolina Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149777
WSW-11 Cecil Eugene Thomas 854 Deep Creek Church Road,
Burlington, NC 27217
854 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Upgradient Presumed Active /
Potable No 149853
WSW-12 June Carolyn Foust Life Estate 851 Deep Creek Church Road,
Burlington, NC 27217
851 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149856
WSW-13 Faye Louise Ward 821 Celina Street,
Burlington, NC 27217
821 Celina Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149855
WSW-14 Richard Dean Ivey 805 Clyde Street,
Burlington, NC 27217
805 Clyde Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149837
WSW-15 Gregory A. & Elizabeth A. Ingle 860 Deep Creek Church Road,
Burlington, NC 27217
860 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Upgradient Presumed Active /
Potable No 149857
WSW-16 Christopher Dalton Dameron 1674 Alyece Court,
Burlington, NC 27215
859 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149862
WSW-17 Milton Ray Gauldin Jr.825 Clyde Street,
Burlington, NC 27217
(829) Celina Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149860
WSW-18 Milton Ray Gauldin Jr.825 Clyde Street,
Burlington, NC 27217
811 Clyde Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149854
WSW-19 Milton Ray Gauldin Jr.825 Clyde Street,
Burlington, NC 27217
850 Sandy Cross Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149840
Table 1
Water Supply Well Information
Former Hopedale Market #384
Burlington, North Carolina
NCDEQ Incident No. 30069
(Page 2 of 2)
WSW-20 Milton Ray Gauldin Jr.825 Clyde Street,
Burlington, NC 27217
819 Clyde Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149859
WSW-21 Juanita B. Bell 275 Stagecoach Road,
Leasburg NC 27291
870 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Upgradient Presumed Active /
Potable No 149858
WSW-22 Jacob Steven & Janet Marie
Foust
839 Celina Street,
Burlington, NC 27217
833 Celina Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149861
WSW-23 Tyrone & Alesandra McCollum 863 Deep Creek Church Road,
Burlington, NC 27217
863 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149863
WSW-24 Shirley L. & Milton Ray Jr.
Gauldin
825 Clyde Street,
Burlington, NC 27217
825 Clyde Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149865
WSW-25 Jacob Steven Foust 839 Celina Street,
Burlington, NC 27217
839 Celina Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149866
WSW-26 Cecil Eugene Thomas 854 Deep Creek Church Road,
Burlington, NC 27217
871 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149867
WSW-27 Tammy M. Bak 829 Clyde Street,
Burlington, NC 27217
829 Clyde Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149869
WSW-28 Casey Dalton Roberts 2634 Saunders Road,
Burlington, NC 27217
873 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149871
WSW-29 Mary Zimmerman Life Estate 877 Deep Creek Church Road,
Burlington, NC 27217
877 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149872
WSW-30 Luvicie Yvonne Proctor 845 Clyde Street,
Burlington, NC 27217
845 Clyde Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149873
WSW-31 Sherry R. Pendergrass &
David R. Roberts
877 Deep Creek Church Road,
Burlington, NC 27217
879 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149898
WSW-32 Ervin F. Iseley Heirs
(c/o Shirley Iseley )
1777 Carolina Road,
Burlington, NC 27217
1777 Carolina Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 141256
WSW-33 Nicholas J. & Leighea Martin 808 Murray Street,
Burlington, NC 27217
802 Murray Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149839
WSW-34 Hopedale Christian Church 909 Deep Creek Church Road,
Burlington, NC 27217
909 Deep Creek Church Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149875
WSW-35 Jason Scott Evans &
Laura Marie Mounger
1669 Jimmie Kerr Road,
Haw River, NC 27258
903 Sandy Cross Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149838
WSW-36 Perry W. & Joyce A. Lightfoot 1533 N Sellars Mill Road,
Burlington, NC 27217
1533 N Sellars Mill Road,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149769
WSW-37 Nicholas J. & Leighea Martin 808 Murray Street,
Burlington, NC 27217
808 Murray Street,
Burlington, NC 27217 500-1000 Cross-Gradient Presumed Active /
Potable No 149842
Well No.Property Owner Mailing Address Property Address Distance From
Source Area
Topographic
Relationship to
Source Area
Well Status/Use Municpal
Water Tax Parcel ID
Table 2
Monitoring Well Construction and Groundwater Elevation Data
Former Hopedale Market #384
Burlington, North Carolina
NCDEQ Incident No. 30069
Well ID Date
Intalled
Screened Interval
(ft BGS) a
Bottom ofWell
(ft BGS) a
Top of CasingElevation
(ft) a,b
Date Water
Level Measured
Depth to Water
from Top of
Casing
(ft)
GroundwaterElevation
(ft bTOC)
MW-1 4/29/2003 10.0-25.0 25.0 100.00 5/24/2023 10.49 89.51
Notes:
a Top of casing elevations, screened intervals, and bottom of well measurements are from previous consultants' monitoring reports (see Appendix A).
b Top of casing elevations are based off of an assumed benchmark elevation of 100 ft given to MW-1.
BGS - below ground surface
ft - feet
ft bTOC - feet below TOC
TOC - top of casing
Table 3
Summary of Groundwater Analytical Results
Former Hopedale Market #384
Burlington, North Carolina
NCDEQ Incident No. 30069
Sample ID MW-1 Field Blank
Collection Date 5/24/2023 5/24/2023
Regulatory Standards
2L
Standard
(µg/L)
GCL
(µg/L)Analytical Results
Chloroform 70 70,000 0.43 J <0.43
Notes:
Bold values indicate constituent concentrations were greater than the 2L standard.
Yellow highlighted values indicate constituent concentrations were greater than the GCL.
< ## - less than method detection limit
µg/L - micrograms per liter
2L Standard - North Carolina 02L standard for groundwater
GCL - Gross Contaminant Level
J - Estimated concentration above the method detection limit and below the reporting limit.
APPENDIX A
APPENDIX B

COMMUNICATION RECORD
Project Name: Former Hopedale Market #384
Site Address: 810 Deep Creek Church Road, Burlington, NC
Project No.: 23-00200-054
Name of Person Interviewed: Woman from water & sewer dept. and man/woman from engineering dept.
Title: N/A
Organization: City of Burlington
Address: 237 West Maple Ave, Burlington, NC
Phone: [phone]
ESP Interviewer: Erin Tollinger
Date: 07/11/23
Method of Communication (e.g., phone, in-person): Phone
Spoke to woman on phone, she said water service runs trailer park next to Hopedale market but
is not sure if they still have wells on-site or not. She said she doesnt think they have city sewer.
She said Hopedale Market pays a water bill monthly.
Spoke to woman from engineering department on phone, she said the lines only go up to Deep
Creek Church Road. Spoke to man from engineering department on phone, he said they would
have to extend the water line and as far as he knows, Deep Creek Church Road, Celina, Clyde,
and Sandy Cross Road are all on well and dont have access but he cant be 100% sure without
going into the field.

COMMUNICATION RECORD
Project Name: Former Hopedale Market #384
Site Address: 810 Deep Creek Church Road, Burlington, NC
Project No.: 23-00200-054
Name of Person Interviewed: Woman from water system section
Title: N/A
Organization: Orange-Alamance Water System
Address: 5900 US-70, Mebane, NC 27302
Phone: [phone]
ESP Interviewer: Erin Tollinger
Date: 07/11/23
Method of Communication (e.g., phone, in-person): Phone
Spoke to woman on phone, she said they provide water to mostly rural areas but no addresses in
Burlington. She said they supply water up to the Haw River in Burlington. They supply water
west of the Haw River but nothing east of the River.
COMMUNICATION RECORD
FORMER HOPEDALE MARKET #384
Incident # 30069
May 9, 2023 Contacted Hugo Morals at 336-312-3670, to ask if we could sample on-site wells on May
30, 2023. Mr. Morales agreed to the sampling.
May 23, 2023 contacted Hugo Morals at 336-312-3670 to see if we could push up sampling to May 24,
2023 and he agreed to meet onsite at 1:00 pm. When asked if there are any water supply wells on the
site or immediately adjacent, he said that there is a water supply well on the site that has been
disconnected for a long time and that site and neighboring properties are connected to municipal water.
He said the adjacent properties that he owns are all connected to municipal water and no wells. He
saidlady across the street may have a well but it is some distance.

COMMUNICATION RECORD
Project Name: Former Hopedale #384
Site Address: 810 Deep Creek Church Road, Burlington NC, 27217
Project No.: WS-6544, Incident 30069
Name of Person Interviewed: Hugo Nelvin Morales
Title: Owner
Organization: N/A
Address:
Phone: [phone]
ESP Interviewer: Michael Delgado
Date: 7/10/2023
Method of Communication (e.g., phone, in-person): Cell Phone
Hugo Nelvin Morales (Mr. Morales) was called at 15:42 EST to confirm details regarding Water
Supply Well WSW-1 located on the site in question. Mr. Morales confirmed the location of the
well, inside a well house on the right side of the property facing the front. He also confirmed that
when he purchased the property in 2005, the well was already inactive, and all the pumping
equipment was removed. There is no way to get water out of that well is the direct quote from
Mr. Morales.
Former Hopedale Market #384County GIS Download ‐ Parcels Within 1,000‐Ft RadiusGPIN PIN AKPST_ AKPSTN AKPSTPXXCYDSOWNAM1OWNAM2OWADR1OWCITY OWSTA OWZIPA8886047541 149786 1711 BROWN LOVELL LN COUNTY OF ALAMANCE MORALES HUGO NELVIN1119 S RIVERVIEW DRBURLINGTON NC 27217‐87498886047609 149787 1737 BROWN LOVELL LN COUNTY OF ALAMANCE MORALES HUGO NELVIN1119 S RIVERVIEW DRBURLINGTON NC 27217‐87498886045378 149782   BROWN LOVELL LN ALAMANCE COUNTY HIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886045585 149783   BROWN LOVELL LN ALAMANCE COUNTY HIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886047632 149788   BROWN LOVELL LN COUNTY OF ALAMANCE MORALES HUGO NELVIN1119 S RIVERVIEW DRBURLINGTON NC 27217‐87498886042375 149779 1711 CAROLINARD ALAMANCE COUNTY HIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886041154 149775 1717 CAROLINARD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886041686 149777 1743 CAROLINARD COUNTY OF ALAMANCE FAULKNER JIMMY NOAHFAULKNER SANDRA ISELEY 1783 FAULKNER DRBURLINGTON NC272178886041910 149778 1769 CAROLINARD COUNTY OF ALAMANCE ISELEY SHIRLEY1777 CAROLINA RDBURLINGTON NC272178876949907 141256 1777 CAROLINARD COUNTY OF ALAMANCE ISELEY ERVIN F HEIRSC/O SHIRLEY ISELEYBURLINGTON NC272178876946791 141252   CAROLINARD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886041260 149776   CAROLINARD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886043176 149780   CAROLINARD ALAMANCE COUNTY HIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886036713 149772 1714 CAROLINA MILL RD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886130344 149836 1714 CAROLINA MILL RD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018876948454 141255 1746 CAROLINA MILL RD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018876947301 141254   CAROLINA MILL RD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886031965 149770   CAROLINA MILL RD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886032961 149771   CAROLINA MILL RD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886040060 149774   CAROLINA MILL RD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886049058 149792 805 CELINAST COUNTY OF ALAMANCE FAUCETTE ROGER KEITH805 CELINA STBURLINGTON NC 27217‐89038886140120 149849 811 CELINAST COUNTY OF ALAMANCE VAUGHN KENNETH LASHLEY861 MURRAY STBURLINGTON NC272178886140194 149850 817 CELINAST COUNTY OF ALAMANCE WARD ANTHONY CHAD817 CELINA STBURLINGTON NC 27217‐89038886141168 149855 821 CELINAST COUNTY OF ALAMANCE WARD FAYE LOUISE821 CELINA STREETBURLINGTON NC272178886142295 149861 833 CELINAST COUNTY OF ALAMANCE FOUST JACOB STEVENFOUST JANET MARIE839 CELINA STBURLINGTON NC272178886143258 149866 839 CELINAST COUNTY OF ALAMANCE FOUST JACOB STEVEN839 CELINA STBURLINGTON NC 27217‐89038886142221 149860   CELINAST COUNTY OF ALAMANCE GAULDIN MILTON RAY JR825 CLYDE STREETBURLINGTON NC272178886131908 149837 805 CLYDEST COUNTY OF ALAMANCE IVEY RICHARD DEAN805 CLYDE STBURLINGTON NC272178886141060 149854 811 CLYDEST COUNTY OF ALAMANCE GAULDIN MILTON RAY JR825 CLYDE STBURLINGTON NC272178886142033 149859 819 CLYDEST COUNTY OF ALAMANCE GAULDIN MILTON RAY JR825 CLYDE STREETBURLINGTON NC272178886143006 149865 825 CLYDEST COUNTY OF ALAMANCE GAULDIN SHIRLEY LGAULDIN MILTON RAY JR825 CLYDE STBURLINGTON NC272178886144003 149869 829 CLYDEST ALAMANCE COUNTY BAK TAMMY M829 CLYDE STREETBURLINGTON NC272178886145185 149873 845 CLYDEST COUNTY OF ALAMANCE PROCTOR LUVICIE YVONNE845 CLYDE STBURLINGTON NC272178886045297 149781 810 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE MORALES HUGO NELVIN1119 S RIVERVIEW DRBURLINGTON NC 27217‐87498886047323 149784 822 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE MORALES HUGO NELVIN1119 S RIVERVIEW DRBURLINGTON NC 27217‐87498886048129 149789 823 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE MORALES HUGO NELVIN1119 S RIVERVIEW DRBURLINGTON NC 27217‐87498886048291 149790 827 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE CAI DAOHUA9306 CANDALERO CTELK GROVE CA957588886047387 149785 832 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE MORALES HUGO NELVIN1119 S RIVERVIEW DRBURLINGTON NC 27217‐87498886048440 149791 832 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE MORALES HUGO NELVIN1119 S RIVERVIEW DRBURLINGTON NC 27217‐87498886049255 149793 833 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE CAI DAOHUA9306 CANDALERO CTELK GROVE CA957588886049408 149794 840 DEEP CREEK CHURCH RD ALAMANCE COUNTY RUNYAN BONNIE F LIFE ESTATE840 DEEP CREEK CHURCH ROAD BURLINGTON NC272178886140228 149851 841 DEEP CREEK CHURCH RD ALAMANCE COUNTY ROGERS KENNETH JEROME........ .8886049548 149795 844 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE GONZALEZ EDWARD VLADIMIR QSILVA JACQUELINE CELINA LOPEZ 844 DEEP CREEK CHURCH RDBURLINGTON NC272178886140382 149852 845 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE SHIELDS LINDA LOUISE LF EST2721 SILER RDSNOW CAMP NC 27349‐96868886141345 149856 851 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE FOUST JUNE CAROLYN LIFE ESTATE851 DEEP CREEK CHURCH RDBURLINGTON NC272178886140620 149853 854 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE THOMAS CECIL EUGENE854 DEEP CREEK CHURCH RDBURLINGTON NC272178886142319 149862 859 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE DAMERON CHRISTOPHER DALTON1674 ALYECE COURTBURLINGTON NC272158886141602 149857 860 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE INGLE GREGORY AINGLE ELIZABETH A860 DEEP CREEK CHRCH RDBURLINGTON NC272178886142472 149863 863 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE MCCOLLUM TYRONEMCCOLLUM ALESANDRA863 DEEP CREEK CHURCH ROAD BURLINGTON NC272178886141655 149858 870 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE BELL JUANITA B275 STAGECOACH RDLEASBURG NC 27291‐92798886143446 149867 871 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE THOMAS CECIL EUGENE854 DEEP CREEK CHURCH RDBURLINGTON NC272178886144510 149871 873 DEEP CREEK CHURCH RD ALAMANCE COUNTY ROBERTS CASEY DALTON2634 SAUNDERS ROADBURLINGTON NC272178886144654 149872 877 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE ZIMMERMAN MARY LIFE ESTATE877 DEEP CREEK CHRCH RDBURLINGTON NC 27217‐89688886251039 149898 879 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE PENDERGRASS SHERRY R &ROBERTS DAVID R877 DEEP CREEK CHURCH RDBURLINGTON NC272178886143699 149868 883 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE PENDERGRASS SHERRY ROBERTS & DAVID RAY ROBERTS877 DEEP CRK CHRCH RDBURLINGTON NC 27217‐89688886145870 149875 909 DEEP CREEK CHURCH RD COUNTY OF ALAMANCE HOPEDALE CHRISTIAN CHURCH909 DEEP CREEK CHURCH RDBURLINGTON NC272178886270746 149900 1080 DEEP CREEK CHURCH RD ALAMANCE COUNTY GANT JOSEPH ERWIN III &GANT MARY MARTIN5202 ALTA VISTA ROADBETHESDA MD 20814‐57378886142628 149864   DEEP CREEK CHURCH RD COUNTY OF ALAMANCE BELL JUANITA B275 STAGECOACH RDLEASBURG NC 27291‐92798886051132 149798 1783 FAULKNERDR COUNTY OF ALAMANCE FAULKNER JIMMY NOAHFAULKNER SANDRA ISELEY 1783 FAULKNER DRBURLINGTON NC272178876935759 141243   GRAHAM HOPEDALE RD BURLINGTONHIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886027978 149767   HOPEDALERD COUNTY OF ALAMANCE ALAMANCE COUNTY OFC/O BRIAN BAKERBURLINGTON NC272158886133797 149839 802 MURRAYST COUNTY OF ALAMANCE MARTIN NICHOLAS JMARTIN LEIGHEA808 MURRAY STBURLINGTON NC272178886134861 149842 808 MURRAYST COUNTY OF ALAMANCE MARTIN NICHOLAS JMARTIN LEIGHEA808 MURRAY STBURLINGTON NC272178886148129 149876 840 MURRAYST COUNTY OF ALAMANCE CAULDER BRIANCAULDER REGINA840 MURRAY STBURLINGTON NC272178886135836 149845   MURRAYST COUNTY OF ALAMANCE SUPERIOR ENTERPRISES LLC4233 MOUNT HERMON ROCK CRK RD GRAHAM NC272538886136932 149846   MURRAYST COUNTY OF ALAMANCE SUPERIOR ENTERPRISES LLC4233 MOUNT HERMON ROCK CRK RD GRAHAM NC272538886133900 149840 850 SANDY CROSS RD COUNTY OF ALAMANCE GAULDIN MILTON RAY JR825 CLYDE STBURLINGTON NC272178886133528 149838 903 SANDY CROSS RD COUNTY OF ALAMANCE EVANS JASON SCOTTMOUNGER LAURA MARIE1669 JIMMIE KERR ROADHAW RIVER NC272588886039888 149773   SANDY CROSS RD ALAMANCE COUNTY HIGH FALLS MILLS LLC17 TOY STREETGREENVILLE SC296018886030348 149769 1533 N SELLARS MILL RD COUNTY OF ALAMANCE LIGHTFOOT PERRY WLIGHTFOOT JOYCE A1533 NORTH SELLARS MILL ROAD BURLINGTON NC272178886145471 149874 919 SUMPTERST COUNTY OF ALAMANCE TURNER SANDRA GATES919 SUMPTER STBURLINGTON NC27217
WSW-2
WSW-3
WSW-6
APPENDIX C
WSW-2
30069
WSW-3
30069
APPENDIX D
APPENDIX E
#=CL#
May 26, 2023
LIMS USE: FR - CHRIS WARD
LIMS OBJECT ID: 92669235
92669235
Project:
Pace Project No.:
RE:
Chris Ward
ESP Associates
3475 Lakemont Boulevard
Fort Mill, SC 29708
FORMER HOPEDALE #384
Dear Chris Ward:
Enclosed are the analytical results for sample(s) received by the laboratory on May 25, 2023. The results relate only to the
samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Bonnie Vang
[e-mail]
Project Manager
[phone]
Enclosures
cc: Account Payable, ESP Associates
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 17
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
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 17
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
Lab ID Sample ID Matrix Date Collected Date Received
92669235001 MW1 Water 05/24/23 16:16 05/25/23 09:20
92669235002 BLANK Water 05/24/23 16:16 05/25/23 09:20
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 17
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92669235001 MW1 SM 6200B 64 PASI-CSAS
92669235002 BLANK SM 6200B 64 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.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 17
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
Sample: MW1 Lab ID: 92669235001 Collected: 05/24/23 16:16 Received: 05/25/23 09:20 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 05/25/23 19:33 71-43-20.50 0.34 1
Bromobenzene ND ug/L 05/25/23 19:33 108-86-10.50 0.29 1
Bromochloromethane ND ug/L 05/25/23 19:33 74-97-50.50 0.47 1
Bromodichloromethane ND ug/L 05/25/23 19:33 75-27-40.50 0.31 1
Bromoform ND ug/L 05/25/23 19:33 75-25-20.50 0.34 1
Bromomethane ND ug/L 05/25/23 19:33 74-83-95.0 1.7 1
n-Butylbenzene ND ug/L 05/25/23 19:33 104-51-80.50 0.49 1
sec-Butylbenzene ND ug/L 05/25/23 19:33 135-98-80.50 0.40 1
tert-Butylbenzene ND ug/L 05/25/23 19:33 98-06-60.50 0.32 1
Carbon tetrachloride ND ug/L 05/25/23 19:33 56-23-50.50 0.33 1
Chlorobenzene ND ug/L 05/25/23 19:33 108-90-70.50 0.28 1
Chloroethane ND ug/L 05/25/23 19:33 75-00-31.0 0.65 1
Chloroform 0.43J ug/L 05/25/23 19:33 67-66-30.50 0.43 1
Chloromethane ND ug/L 05/25/23 19:33 74-87-31.0 0.54 1
2-Chlorotoluene ND ug/L 05/25/23 19:33 95-49-80.50 0.32 1
4-Chlorotoluene ND ug/L 05/25/23 19:33 106-43-40.50 0.32 1
1,2-Dibromo-3-chloropropane ND ug/L 05/25/23 19:33 96-12-81.0 0.34 1
Dibromochloromethane ND ug/L 05/25/23 19:33 124-48-10.50 0.36 1
1,2-Dibromoethane (EDB)ND ug/L 05/25/23 19:33 106-93-40.50 0.27 1
Dibromomethane ND ug/L 05/25/23 19:33 74-95-30.50 0.39 1
1,2-Dichlorobenzene ND ug/L 05/25/23 19:33 95-50-10.50 0.34 1
1,3-Dichlorobenzene ND ug/L 05/25/23 19:33 541-73-10.50 0.34 1
1,4-Dichlorobenzene ND ug/L 05/25/23 19:33 106-46-70.50 0.33 1
Dichlorodifluoromethane ND ug/L 05/25/23 19:33 75-71-8 IH0.50 0.35 1
1,1-Dichloroethane ND ug/L 05/25/23 19:33 75-34-30.50 0.37 1
1,2-Dichloroethane ND ug/L 05/25/23 19:33 107-06-20.50 0.32 1
1,1-Dichloroethene ND ug/L 05/25/23 19:33 75-35-40.50 0.35 1
cis-1,2-Dichloroethene ND ug/L 05/25/23 19:33 156-59-20.50 0.38 1
trans-1,2-Dichloroethene ND ug/L 05/25/23 19:33 156-60-50.50 0.40 1
1,2-Dichloropropane ND ug/L 05/25/23 19:33 78-87-50.50 0.36 1
1,3-Dichloropropane ND ug/L 05/25/23 19:33 142-28-90.50 0.28 1
2,2-Dichloropropane ND ug/L 05/25/23 19:33 594-20-70.50 0.39 1
1,1-Dichloropropene ND ug/L 05/25/23 19:33 563-58-60.50 0.43 1
cis-1,3-Dichloropropene ND ug/L 05/25/23 19:33 10061-01-50.50 0.36 1
trans-1,3-Dichloropropene ND ug/L 05/25/23 19:33 10061-02-60.50 0.36 1
Diisopropyl ether ND ug/L 05/25/23 19:33 108-20-30.50 0.31 1
Ethanol ND ug/L 05/25/23 19:33 64-17-5200 72.2 1
Ethylbenzene ND ug/L 05/25/23 19:33 100-41-40.50 0.30 1
Hexachloro-1,3-butadiene ND ug/L 05/25/23 19:33 87-68-32.0 1.5 1
Isopropylbenzene (Cumene)ND ug/L 05/25/23 19:33 98-82-80.50 0.33 1
Methylene Chloride ND ug/L 05/25/23 19:33 75-09-22.0 2.0 1
Methyl-tert-butyl ether ND ug/L 05/25/23 19:33 1634-04-40.50 0.42 1
Naphthalene ND ug/L 05/25/23 19:33 91-20-32.0 0.64 1
n-Propylbenzene ND ug/L 05/25/23 19:33 103-65-10.50 0.34 1
Styrene ND ug/L 05/25/23 19:33 100-42-50.50 0.29 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 17
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
Sample: MW1 Lab ID: 92669235001 Collected: 05/24/23 16:16 Received: 05/25/23 09:20 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,1,2-Tetrachloroethane ND ug/L 05/25/23 19:33 630-20-60.50 0.31 1
1,1,2,2-Tetrachloroethane ND ug/L 05/25/23 19:33 79-34-50.50 0.22 1
Tetrachloroethene ND ug/L 05/25/23 19:33 127-18-40.50 0.29 1
Toluene ND ug/L 05/25/23 19:33 108-88-30.50 0.24 1
1,2,3-Trichlorobenzene ND ug/L 05/25/23 19:33 87-61-62.0 0.81 1
1,2,4-Trichlorobenzene ND ug/L 05/25/23 19:33 120-82-12.0 0.64 1
1,1,1-Trichloroethane ND ug/L 05/25/23 19:33 71-55-60.50 0.33 1
1,1,2-Trichloroethane ND ug/L 05/25/23 19:33 79-00-50.50 0.32 1
Trichloroethene ND ug/L 05/25/23 19:33 79-01-60.50 0.38 1
Trichlorofluoromethane ND ug/L 05/25/23 19:33 75-69-41.0 0.30 1
1,2,3-Trichloropropane ND ug/L 05/25/23 19:33 96-18-40.50 0.26 1
1,2,4-Trimethylbenzene ND ug/L 05/25/23 19:33 95-63-60.50 0.50 1
1,3,5-Trimethylbenzene ND ug/L 05/25/23 19:33 108-67-80.50 0.33 1
Vinyl chloride ND ug/L 05/25/23 19:33 75-01-41.0 0.39 1
m&p-Xylene ND ug/L 05/25/23 19:33 179601-23-11.0 0.71 1
o-Xylene ND ug/L 05/25/23 19:33 95-47-60.50 0.34 1
Surrogates
1,2-Dichloroethane-d4 (S)113 %05/25/23 19:33 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)101 %05/25/23 19:33 460-00-470-130 1
Toluene-d8 (S)85 %05/25/23 19:33 2037-26-570-130 1
Sample: BLANK Lab ID: 92669235002 Collected: 05/24/23 16:16 Received: 05/25/23 09:20 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 05/25/23 18:39 71-43-20.50 0.34 1
Bromobenzene ND ug/L 05/25/23 18:39 108-86-10.50 0.29 1
Bromochloromethane ND ug/L 05/25/23 18:39 74-97-50.50 0.47 1
Bromodichloromethane ND ug/L 05/25/23 18:39 75-27-40.50 0.31 1
Bromoform ND ug/L 05/25/23 18:39 75-25-20.50 0.34 1
Bromomethane ND ug/L 05/25/23 18:39 74-83-95.0 1.7 1
n-Butylbenzene ND ug/L 05/25/23 18:39 104-51-80.50 0.49 1
sec-Butylbenzene ND ug/L 05/25/23 18:39 135-98-80.50 0.40 1
tert-Butylbenzene ND ug/L 05/25/23 18:39 98-06-60.50 0.32 1
Carbon tetrachloride ND ug/L 05/25/23 18:39 56-23-50.50 0.33 1
Chlorobenzene ND ug/L 05/25/23 18:39 108-90-70.50 0.28 1
Chloroethane ND ug/L 05/25/23 18:39 75-00-31.0 0.65 1
Chloroform ND ug/L 05/25/23 18:39 67-66-30.50 0.43 1
Chloromethane ND ug/L 05/25/23 18:39 74-87-31.0 0.54 1
2-Chlorotoluene ND ug/L 05/25/23 18:39 95-49-80.50 0.32 1
4-Chlorotoluene ND ug/L 05/25/23 18:39 106-43-40.50 0.32 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 17
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
Sample: BLANK Lab ID: 92669235002 Collected: 05/24/23 16:16 Received: 05/25/23 09:20 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,2-Dibromo-3-chloropropane ND ug/L 05/25/23 18:39 96-12-81.0 0.34 1
Dibromochloromethane ND ug/L 05/25/23 18:39 124-48-10.50 0.36 1
1,2-Dibromoethane (EDB)ND ug/L 05/25/23 18:39 106-93-40.50 0.27 1
Dibromomethane ND ug/L 05/25/23 18:39 74-95-30.50 0.39 1
1,2-Dichlorobenzene ND ug/L 05/25/23 18:39 95-50-10.50 0.34 1
1,3-Dichlorobenzene ND ug/L 05/25/23 18:39 541-73-10.50 0.34 1
1,4-Dichlorobenzene ND ug/L 05/25/23 18:39 106-46-70.50 0.33 1
Dichlorodifluoromethane ND ug/L 05/25/23 18:39 75-71-8 IH0.50 0.35 1
1,1-Dichloroethane ND ug/L 05/25/23 18:39 75-34-30.50 0.37 1
1,2-Dichloroethane ND ug/L 05/25/23 18:39 107-06-20.50 0.32 1
1,1-Dichloroethene ND ug/L 05/25/23 18:39 75-35-40.50 0.35 1
cis-1,2-Dichloroethene ND ug/L 05/25/23 18:39 156-59-20.50 0.38 1
trans-1,2-Dichloroethene ND ug/L 05/25/23 18:39 156-60-50.50 0.40 1
1,2-Dichloropropane ND ug/L 05/25/23 18:39 78-87-50.50 0.36 1
1,3-Dichloropropane ND ug/L 05/25/23 18:39 142-28-90.50 0.28 1
2,2-Dichloropropane ND ug/L 05/25/23 18:39 594-20-70.50 0.39 1
1,1-Dichloropropene ND ug/L 05/25/23 18:39 563-58-60.50 0.43 1
cis-1,3-Dichloropropene ND ug/L 05/25/23 18:39 10061-01-50.50 0.36 1
trans-1,3-Dichloropropene ND ug/L 05/25/23 18:39 10061-02-60.50 0.36 1
Diisopropyl ether ND ug/L 05/25/23 18:39 108-20-30.50 0.31 1
Ethanol ND ug/L 05/25/23 18:39 64-17-5200 72.2 1
Ethylbenzene ND ug/L 05/25/23 18:39 100-41-40.50 0.30 1
Hexachloro-1,3-butadiene ND ug/L 05/25/23 18:39 87-68-32.0 1.5 1
Isopropylbenzene (Cumene)ND ug/L 05/25/23 18:39 98-82-80.50 0.33 1
Methylene Chloride ND ug/L 05/25/23 18:39 75-09-22.0 2.0 1
Methyl-tert-butyl ether ND ug/L 05/25/23 18:39 1634-04-40.50 0.42 1
Naphthalene ND ug/L 05/25/23 18:39 91-20-32.0 0.64 1
n-Propylbenzene ND ug/L 05/25/23 18:39 103-65-10.50 0.34 1
Styrene ND ug/L 05/25/23 18:39 100-42-50.50 0.29 1
1,1,1,2-Tetrachloroethane ND ug/L 05/25/23 18:39 630-20-60.50 0.31 1
1,1,2,2-Tetrachloroethane ND ug/L 05/25/23 18:39 79-34-50.50 0.22 1
Tetrachloroethene ND ug/L 05/25/23 18:39 127-18-40.50 0.29 1
Toluene ND ug/L 05/25/23 18:39 108-88-30.50 0.24 1
1,2,3-Trichlorobenzene ND ug/L 05/25/23 18:39 87-61-62.0 0.81 1
1,2,4-Trichlorobenzene ND ug/L 05/25/23 18:39 120-82-12.0 0.64 1
1,1,1-Trichloroethane ND ug/L 05/25/23 18:39 71-55-60.50 0.33 1
1,1,2-Trichloroethane ND ug/L 05/25/23 18:39 79-00-50.50 0.32 1
Trichloroethene ND ug/L 05/25/23 18:39 79-01-60.50 0.38 1
Trichlorofluoromethane ND ug/L 05/25/23 18:39 75-69-41.0 0.30 1
1,2,3-Trichloropropane ND ug/L 05/25/23 18:39 96-18-40.50 0.26 1
1,2,4-Trimethylbenzene ND ug/L 05/25/23 18:39 95-63-60.50 0.50 1
1,3,5-Trimethylbenzene ND ug/L 05/25/23 18:39 108-67-80.50 0.33 1
Vinyl chloride ND ug/L 05/25/23 18:39 75-01-41.0 0.39 1
m&p-Xylene ND ug/L 05/25/23 18:39 179601-23-11.0 0.71 1
o-Xylene ND ug/L 05/25/23 18:39 95-47-60.50 0.34 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 17
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
Sample: BLANK Lab ID: 92669235002 Collected: 05/24/23 16:16 Received: 05/25/23 09:20 Matrix: Water
Parameters Results Units DF Prepared Analyzed CAS No. QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Surrogates
1,2-Dichloroethane-d4 (S)110 %05/25/23 18:39 17060-07-0 HS70-130 1
4-Bromofluorobenzene (S)102 %05/25/23 18:39 460-00-470-130 1
Toluene-d8 (S)110 %05/25/23 18:39 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
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Page 8 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
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:
776879
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples: 92669235001, 92669235002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK: 4030550
Associated Lab Samples:92669235001, 92669235002
Matrix: Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 0.50 05/25/23 12:060.31
1,1,1-Trichloroethane ug/L ND 0.50 05/25/23 12:060.33
1,1,2,2-Tetrachloroethane ug/L ND 0.50 05/25/23 12:060.22
1,1,2-Trichloroethane ug/L ND 0.50 05/25/23 12:060.32
1,1-Dichloroethane ug/L ND 0.50 05/25/23 12:060.37
1,1-Dichloroethene ug/L ND 0.50 05/25/23 12:060.35
1,1-Dichloropropene ug/L ND 0.50 05/25/23 12:060.43
1,2,3-Trichlorobenzene ug/L ND 2.0 05/25/23 12:060.81
1,2,3-Trichloropropane ug/L ND 0.50 05/25/23 12:060.26
1,2,4-Trichlorobenzene ug/L ND 2.0 05/25/23 12:060.64
1,2,4-Trimethylbenzene ug/L ND 0.50 05/25/23 12:060.50
1,2-Dibromo-3-chloropropane ug/L ND 1.0 05/25/23 12:060.34
1,2-Dibromoethane (EDB)ug/L ND 0.50 05/25/23 12:060.27
1,2-Dichlorobenzene ug/L ND 0.50 05/25/23 12:060.34
1,2-Dichloroethane ug/L ND 0.50 05/25/23 12:060.32
1,2-Dichloropropane ug/L ND 0.50 05/25/23 12:060.36
1,3,5-Trimethylbenzene ug/L ND 0.50 05/25/23 12:060.33
1,3-Dichlorobenzene ug/L ND 0.50 05/25/23 12:060.34
1,3-Dichloropropane ug/L ND 0.50 05/25/23 12:060.28
1,4-Dichlorobenzene ug/L ND 0.50 05/25/23 12:060.33
2,2-Dichloropropane ug/L ND 0.50 05/25/23 12:060.39
2-Chlorotoluene ug/L ND 0.50 05/25/23 12:060.32
4-Chlorotoluene ug/L ND 0.50 05/25/23 12:060.32
Benzene ug/L ND 0.50 05/25/23 12:060.34
Bromobenzene ug/L ND 0.50 05/25/23 12:060.29
Bromochloromethane ug/L ND 0.50 05/25/23 12:060.47
Bromodichloromethane ug/L ND 0.50 05/25/23 12:060.31
Bromoform ug/L ND 0.50 05/25/23 12:060.34
Bromomethane ug/L ND 5.0 05/25/23 12:061.7
Carbon tetrachloride ug/L ND 0.50 05/25/23 12:060.33
Chlorobenzene ug/L ND 0.50 05/25/23 12:060.28
Chloroethane ug/L ND 1.0 05/25/23 12:060.65
Chloroform ug/L ND 0.50 05/25/23 12:060.43
Chloromethane ug/L ND 1.0 05/25/23 12:060.54
cis-1,2-Dichloroethene ug/L ND 0.50 05/25/23 12:060.38
cis-1,3-Dichloropropene ug/L ND 0.50 05/25/23 12:060.36
Dibromochloromethane ug/L ND 0.50 05/25/23 12:060.36
Dibromomethane ug/L ND 0.50 05/25/23 12:060.39
Dichlorodifluoromethane ug/L ND 0.50 IH05/25/23 12:060.35
Diisopropyl ether ug/L ND 0.50 05/25/23 12:060.31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
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: 4030550
Associated Lab Samples:92669235001, 92669235002
Matrix: Water
AnalyzedMDL
Ethanol ug/L ND 200 05/25/23 12:0672.2
Ethylbenzene ug/L ND 0.50 05/25/23 12:060.30
Hexachloro-1,3-butadiene ug/L ND 2.0 05/25/23 12:061.5
Isopropylbenzene (Cumene)ug/L ND 0.50 05/25/23 12:060.33
m&p-Xylene ug/L ND 1.0 05/25/23 12:060.71
Methyl-tert-butyl ether ug/L ND 0.50 05/25/23 12:060.42
Methylene Chloride ug/L ND 2.0 05/25/23 12:062.0
n-Butylbenzene ug/L ND 0.50 05/25/23 12:060.49
n-Propylbenzene ug/L ND 0.50 05/25/23 12:060.34
Naphthalene ug/L ND 2.0 05/25/23 12:060.64
o-Xylene ug/L ND 0.50 05/25/23 12:060.34
sec-Butylbenzene ug/L ND 0.50 05/25/23 12:060.40
Styrene ug/L ND 0.50 05/25/23 12:060.29
tert-Butylbenzene ug/L ND 0.50 05/25/23 12:060.32
Tetrachloroethene ug/L ND 0.50 05/25/23 12:060.29
Toluene ug/L ND 0.50 05/25/23 12:060.24
trans-1,2-Dichloroethene ug/L ND 0.50 05/25/23 12:060.40
trans-1,3-Dichloropropene ug/L ND 0.50 05/25/23 12:060.36
Trichloroethene ug/L ND 0.50 05/25/23 12:060.38
Trichlorofluoromethane ug/L ND 1.0 05/25/23 12:060.30
Vinyl chloride ug/L ND 1.0 05/25/23 12:060.39
1,2-Dichloroethane-d4 (S)%116 70-130 05/25/23 12:06
4-Bromofluorobenzene (S)%109 70-130 05/25/23 12:06
Toluene-d8 (S)%94 70-130 05/25/23 12:06
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4030551LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 18.820 94 60-140
1,1,1-Trichloroethane ug/L 20.620 103 60-140
1,1,2,2-Tetrachloroethane ug/L 21.320 107 60-140
1,1,2-Trichloroethane ug/L 20.420 102 60-140
1,1-Dichloroethane ug/L 24.420 122 60-140
1,1-Dichloroethene ug/L 22.220 111 60-140
1,1-Dichloropropene ug/L 24.520 123 60-140
1,2,3-Trichlorobenzene ug/L 16.420 82 60-140
1,2,3-Trichloropropane ug/L 20.320 102 60-140
1,2,4-Trichlorobenzene ug/L 16.520 83 60-140
1,2,4-Trimethylbenzene ug/L 20.520 103 60-140
1,2-Dibromo-3-chloropropane ug/L 15.320 77 60-140
1,2-Dibromoethane (EDB)ug/L 20.020 100 60-140
1,2-Dichlorobenzene ug/L 18.920 95 60-140
1,2-Dichloroethane ug/L 21.620 108 60-140
1,2-Dichloropropane ug/L 22.420 112 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: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
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.
4030551LABORATORY CONTROL SAMPLE:
LCSSpike
1,3,5-Trimethylbenzene ug/L 20.920 105 60-140
1,3-Dichlorobenzene ug/L 20.020 100 60-140
1,3-Dichloropropane ug/L 21.320 107 60-140
1,4-Dichlorobenzene ug/L 19.420 97 60-140
2,2-Dichloropropane ug/L 22.620 113 60-140
2-Chlorotoluene ug/L 21.920 109 60-140
4-Chlorotoluene ug/L 22.220 111 60-140
Benzene ug/L 21.120 105 60-140
Bromobenzene ug/L 19.320 97 60-140
Bromochloromethane ug/L 21.320 106 60-140
Bromodichloromethane ug/L 19.020 95 60-140
Bromoform ug/L 14.720 73 60-140
Bromomethane ug/L 13.620 68 60-140
Carbon tetrachloride ug/L 17.320 86 60-140
Chlorobenzene ug/L 20.020 100 60-140
Chloroethane ug/L 24.920 124 60-140
Chloroform ug/L 23.020 115 60-140
Chloromethane ug/L 26.320 131 60-140
cis-1,2-Dichloroethene ug/L 23.420 117 60-140
cis-1,3-Dichloropropene ug/L 20.020 100 60-140
Dibromochloromethane ug/L 18.020 90 60-140
Dibromomethane ug/L 17.720 89 60-140
Dichlorodifluoromethane ug/L 27.2 IH20136 60-140
Diisopropyl ether ug/L 21.820 109 60-140
Ethanol ug/L 859800 107 60-140
Ethylbenzene ug/L 20.120 100 60-140
Hexachloro-1,3-butadiene ug/L 17.220 86 60-140
Isopropylbenzene (Cumene)ug/L 19.720 98 60-140
m&p-Xylene ug/L 40.140 100 60-140
Methyl-tert-butyl ether ug/L 19.120 95 60-140
Methylene Chloride ug/L 19.920 100 60-140
n-Butylbenzene ug/L 21.820 109 60-140
n-Propylbenzene ug/L 21.820 109 60-140
Naphthalene ug/L 18.420 92 60-140
o-Xylene ug/L 19.820 99 60-140
sec-Butylbenzene ug/L 21.120 105 60-140
Styrene ug/L 19.920 99 60-140
tert-Butylbenzene ug/L 16.520 82 60-140
Tetrachloroethene ug/L 17.120 85 60-140
Toluene ug/L 19.120 95 60-140
trans-1,2-Dichloroethene ug/L 23.620 118 60-140
trans-1,3-Dichloropropene ug/L 18.820 94 60-140
Trichloroethene ug/L 19.620 98 60-140
Trichlorofluoromethane ug/L 19.520 97 60-140
Vinyl chloride ug/L 21.420 107 60-140
1,2-Dichloroethane-d4 (S)%113 70-130
4-Bromofluorobenzene (S)%105 70-130
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
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.
4030551LABORATORY CONTROL SAMPLE:
LCSSpike
Toluene-d8 (S)%101 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4030552MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92668771004
4030553
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 112 60-140116 3 3020ND22.5 23.3
1,1,1-Trichloroethane ug/L 20 120 60-140126 5 3020ND23.9 25.2
1,1,2,2-Tetrachloroethane ug/L 20 111 60-140129 16 3020ND22.1 25.9
1,1,2-Trichloroethane ug/L M12012060-140144 18 3020ND24.1 28.8
1,1-Dichloroethane ug/L M12013660-140145 6 3020ND27.2 29.0
1,1-Dichloroethene ug/L 20 129 60-140137 6 3020ND25.8 27.4
1,1-Dichloropropene ug/L M12014560-140151 4 3020ND29.0 30.3
1,2,3-Trichlorobenzene ug/L 20 96 60-14098 2 3020ND19.2 19.6
1,2,3-Trichloropropane ug/L 20 105 60-140121 14 3020ND21.0 24.2
1,2,4-Trichlorobenzene ug/L 20 102 60-140100 2 3020ND20.4 20.1
1,2,4-Trimethylbenzene ug/L 20 120 60-140123 3 3020ND24.1 24.7
1,2-Dibromo-3-
chloropropane ug/L 20 104 60-14099 5 3020ND20.7 19.8
1,2-Dibromoethane (EDB) ug/L 20 119 60-140125 5 3020ND23.8 25.0
1,2-Dichlorobenzene ug/L 20 119 60-140116 3 3020ND23.9 23.2
1,2-Dichloroethane ug/L 20 131 60-140121 8 3020ND26.1 24.1
1,2-Dichloropropane ug/L M12014060-140149 6 3020ND27.9 29.8
1,3,5-Trimethylbenzene ug/L 20 121 60-140127 5 3020ND24.1 25.3
1,3-Dichlorobenzene ug/L 20 116 60-140119 2 3020ND23.3 23.7
1,3-Dichloropropane ug/L 20 127 60-140131 3 3020ND25.4 26.1
1,4-Dichlorobenzene ug/L 20 111 60-140113 1 3020ND22.2 22.5
2,2-Dichloropropane ug/L 20 116 60-140123 5 3020ND23.3 24.6
2-Chlorotoluene ug/L 20 128 60-140133 4 3020ND25.7 26.6
4-Chlorotoluene ug/L 20 127 60-140131 3 3020ND25.4 26.3
Benzene ug/L 20 132 60-140131 1 3020ND26.5 26.2
Bromobenzene ug/L 20 114 60-140119 5 3020ND22.7 23.8
Bromochloromethane ug/L 20 119 60-140129 8 3020ND23.8 25.9
Bromodichloromethane ug/L 20 113 60-140118 5 3020ND22.5 23.7
Bromoform ug/L 20 76 60-14087 14 3020ND15.1 17.3
Bromomethane ug/L M1205260-14059 12 3020ND10.4 11.7
Carbon tetrachloride ug/L 20 98 60-140106 9 3020ND19.5 21.2
Chlorobenzene ug/L 20 120 60-140123 3 3020ND23.9 24.6
Chloroethane ug/L 20 126 60-140125 1 3020ND25.3 25.0
Chloroform ug/L 20 127 60-140136 7 3020ND25.5 27.2
Chloromethane ug/L M12015860-140187 17 3020ND31.6 37.4
cis-1,2-Dichloroethene ug/L 20 132 60-140139 5 3020ND26.5 27.8
cis-1,3-Dichloropropene ug/L 20 114 60-140125 10 3020ND22.7 25.1
Dibromochloromethane ug/L 20 105 60-140109 4 3020ND21.0 21.8
Dibromomethane ug/L 20 106 60-140114 7 3020ND21.2 22.7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
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.
4030552MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92668771004
4030553
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Dichlorodifluoromethane ug/L IH,M12017360-140203 16 3020ND34.7 40.6
Diisopropyl ether ug/L 20 119 60-140127 6 3020ND23.8 25.4
Ethanol ug/L 800 113 60-140119 5 30800ND907 953
Ethylbenzene ug/L 20 120 60-140124 3 3020ND24.0 24.7
Hexachloro-1,3-butadiene ug/L 20 101 60-140106 5 3020ND20.3 21.2
Isopropylbenzene
(Cumene)ug/L 20 103 60-140119 14 3020ND20.6 23.8
m&p-Xylene ug/L 40 116 60-140121 4 3040ND46.2 48.3
Methyl-tert-butyl ether ug/L 20 104 60-140116 11 3020ND20.8 23.1
Methylene Chloride ug/L 20 107 60-140116 8 3020ND21.4 23.3
n-Butylbenzene ug/L 20 125 60-140130 3 3020ND25.1 25.9
n-Propylbenzene ug/L 20 123 60-140130 5 3020ND24.6 26.0
Naphthalene ug/L 20 115 60-140118 3 3020ND22.9 23.6
o-Xylene ug/L 20 107 60-140118 10 3020ND21.3 23.6
sec-Butylbenzene ug/L 20 121 60-140126 4 3020ND24.2 25.3
Styrene ug/L 20 105 60-140122 15 3020ND20.9 24.4
tert-Butylbenzene ug/L 20 100 60-140103 3 3020ND20.0 20.6
Tetrachloroethene ug/L 20 104 60-140106 3 3020ND20.7 21.3
Toluene ug/L 20 117 60-140128 9 3020ND23.3 25.6
trans-1,2-Dichloroethene ug/L M12013360-140145 9 3020ND26.5 28.9
trans-1,3-Dichloropropene ug/L 20 109 60-140130 17 3020ND21.9 26.0
Trichloroethene ug/L 20 119 60-140123 3 3020ND23.9 24.6
Trichlorofluoromethane ug/L 20 113 60-140120 6 3020ND22.5 23.9
Vinyl chloride ug/L M12013960-140161 15 3020ND27.7 32.3
1,2-Dichloroethane-d4 (S) %111 70-130102
4-Bromofluorobenzene (S) %92 70-130104
Toluene-d8 (S)%101 70-130107
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 17
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
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
Results are from sample aliquot taken from VOA vial with headspace (air bubble greater than 6 mm diameter).HS
This analyte exceeded secondary source verification criteria high for the initial calibration. The reported results should be
considered an estimated value.IH
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 17
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92669235
FORMER HOPEDALE #384
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92669235001 776879MW1SM 6200B
92669235002 776879BLANKSM 6200B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 05/26/2023 01:42 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 17
Page 16 of 17
Page 17 of 17