MO-3143_7079_CA_MRP_20230725

SUBSEQUENT MONITORING
REPORT
RIMTRAX CORPORATION (INCIDENT NO. 7079)
10701 REAMES ROAD
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
ESP Project No. 23-00200-008

Prepared For:
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Prepared By:
ESP Associates, Inc.
P. O. Box 7030
Charlotte, North Carolina 28241

July 25, 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 25, 2023

Ms. Sharon Ghiold
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
Rimtrax Corporation (Incident #7079)
10701 Reames Road
Charlotte, Mecklenburg County, North Carolina
ESP Project No. 23-00200-008

Dear Ms. Ghiold:

ESP Associates, Inc. (ESP) is pleased to present this Subsequent Monitoring Report documenting
activities performed at the subject site, Rimtrax Corporation, in accordance with North Carolina
Department of Environmental Quality (NCDEQ), Task Authorization No. 1, approved on May 23,
2023. The subject site is located at 10701 Reams Road in Charlotte, 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 Christopher J. Ward, PG, RSM
Project Manager Senior Geologist

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 .................................................................................................................. 3

3.0 FIELD ACTIVITIES ........................................................................................................... 6
3.1 WATER LEVEL GAUGING ........................................................................................ 6
3.2 GROUNDWATER SAMPLING ................................................................................... 6
3.3 WATER SUPPLY WELL SAMPLING ......................................................................... 7
3.4 SURFACE WATER SAMPLING ................................................................................. 7
3.5 FIELD QUALITY CONTROL SAMPLING AND ANALYSIS ....................................... 8

4.0 ANALYTICAL RESULTS .................................................................................................. 9

5.0 CONCLUSIONS AND RECOMMENDATIONS ............................................................... 10

6.0 REFERENCES ................................................................................................................. 11

FIGURES
Figure 1 USGS Topographic Site Location Map
Figure 2 Site Map
Figure 3 Groundwater Elevation Map
Figure 4 Groundwater Results Map
Figure 5 Benzene Isoconcentration Map

TABLES
Table 1 Monitoring Well Construction and Groundwater Elevation Data
Table 2 Summary of Groundwater Analytical Results

TABLE OF CONTENTS (Continued)

APPENDICES
Appendix A Tables of Previous Groundwater Elevations and Analytical Results
Appendix B Photographs
Appendix C Field Documentation
Appendix D Laboratory Data Reports
Subsequent Monitoring Report ESP Project No. 23-00200-008
Rimtrax Corporation (Incident #7079) July 25, 2023

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SITE INFORMATION

Date of Report: July 25, 2023
NCDEQ Incident No: 7079
NCDEQ UST No.: WS-2171
Site Name: Rimtrax Corporation
Site Location: 10701 Reames Road
Charlotte, Mecklenburg County, North Carolina 28269

Latitude: N 35.347500
Longitude: W -80.839444

UST Owner/ Operator: Former Rimtrax Corporation
c/o The Estate of Mr. Bill Wooten
1105 Harvey Street
Raleigh, North Carolina 27608
Current Property
Owner: CTE Reams Road LLC
9000 Statesville Road
Charlotte, North Carolina 28269
[phone]

Current Property
Occupant: The Carolina CAT Rental Store
[phone]

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: September 1991
Estimate Quantity: Unknown
Cause of Release: Corrosion of USTs
Source of Release: Corrosion of USTs
Currently Active Tanks: None, tanks removed in September 1991
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I, Christopher J. Ward, a Professional Geologist 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.’ certification numbers are: Geology: C-556 / Engineering: F-1407
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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 Rimtrax Corporation site (Incident No. 7079). The site is an
approximate 5.898-acre developed site (Tax Parcel No. 02526104) located at 10701 Reames Road in
Charlotte, Mecklenburg County, North Carolina. This report was completed to summarize the
findings of assessment activities performed on June 1, 2023, in accordance with North Carolina
Department of Environmental Quality (NCDEQ), Task Authorization No. 1, approved on May 23,
2023.

The work was performed as part of the State Lead Contract #N70522-D between NCDEQ and ESP.
This report was prepared in general accordance with the 15A NCAC 2L .0115 regulations and the
NCDEQ Underground Storage Tank (UST) Section Guidelines for Assessment and Corrective Action
for UST Releases, January 2021, under the supervision of Christopher J. Ward, North Carolina
registered professional geologist (North Carolina License No. 1600).

On June 1, 2023, ESP performed the following field activities:
• Gauging static water levels in site monitoring wells MW-2R, MW-5R and MW-6R;
• Collecting groundwater samples from monitoring wells MW-2R and MW-5R, along with
a field duplicate. Although planned, ESP was unable to obtain a water sample from
monitoring well MW-6R as the well was considered dry due to insufficient recharge
following purging; and
• Collecting surface water sample SW-1 from the unnamed intermittent creek along the
eastern boundary of the site.

Collected water samples were 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).

Results of the assessment activities revealed the following:
• Static water level depths ranged from 7.55 ft to 14.70 ft bTOC.
• The general direction of groundwater flow beneath the site is to the north-northeast.
• The site and surrounding areas are connected to municipal water provided by Charlotte
Water.
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• No active water supply wells are located within 1,000-feet of the site;
• Due to the lack of significant recharge following purging of MW-6R, a sufficient volume
of water was not available for sampling.
• MTBE was the only analyte detected above its 2L standard of 20 µg/L in monitoring well
MW-2R (238 µg/L);
• In monitoring well MW-5R, analytes generally increased in concentrations with benzene
(356 µg/L), ethylbenzene (1,220 µg/L), isopropylbenzene (72.9 µg/L), MTBE (102 µg/L),
naphthalene (477 µg/L), and n-propylbenzene (292 µg/L) detected above their respective
2Lstandards; and
• The only analyte detected in surface water sample SW-1 was ethylbenzene at an estimated
concentration of 0.45J µg/L, which is significantly below its 2L standard of 600 µg/L.

The general trend in groundwater contaminant concentrations at the site has been relatively stable
since 2020. Groundwater concentrations have remained above 2L standards; however, no GCLs
have been exceeded since 2006.

Based on the above results, ESP offers the following recommendations:
• Continue to sample site monitoring wells and surface water on a semiannual basis to further
understand concentration trends and plume stability;
• Use low flow sampling to collect a representative groundwater sample from MW-6R,
which is a low producing monitoring well; and
• Install oxidation sleeves in monitoring wells MW-2R and MW-5R to attempt to reduce
VOC concentrations.

Subsequent Monitoring Report ESP Project No. 23-00200-008
Rimtrax Corporation (Incident #7079) July 25, 2023

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1.0 INTRODUCTION

1.1 Site Setting

The Rimtrax Corporation site is an approximate 5.898-acre developed site (Tax Parcel No. 02526104)
located at 10701 Reames Road in Charlotte, Mecklenburg County, North Carolina (see Figures 1
and 2). The site includes an approximate 21,805-sqft active service garage/office building built in
1977 along with paved parking on the southwestern and southeastern portions of the tax parcel while
the northern portion of the tax parcel includes dirt and gravel surfaces. The on-site structure is
currently occupied by Carolina CAT Rental Store (owned by CTE Reams Road LLC). The site is
bounded to the north by Maxi Crane Works commercial property, to the east by an Estes Express
Lines commercial facility, to the west by an equipment rental commercial facility, and to the south
by Old Reames Road and beyond by a gas station.

1.2 Site Geology and Hydrogeology

A consideration of 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 Charlotte 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.
Rock at the site is described as Metamorphosed Quartz Diorite - foliated to massive. 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 Mecklenburg County depicts soils on the site as Cecil
sandy clay loam, 2 to 8 percent slopes, moderately eroded (CeB2); Cecil sandy clay loam, 8 to 15
percent slopes, moderately eroded (CeD2); and Urban land (Ur).

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
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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 that include the amount of rainfall, permeability of the soil, the
extent of fracturing in the underlying rock and the influences of groundwater pumping.

The direction and movement of groundwater through soil is generally dependent on soil type, the
presence of relict structures, and the textures of the underlying rock. Fractures, faults, folds, and
foliation planes affect the migration of groundwater in rock. No major geologic features (faults,
etc.) are present at or near 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 historical data and June 1, 2023 water level
measurements, groundwater at the site is expected to flow generally to the north and northeast.

1.3 Surface Water

A drainage steam is located along the site’s eastern boundary (see Figures 1 and 2). The drainage
is a natural intermittent stream and serves as a tributary of Dixon Branch Watershed. This stream is
the only surface water feature within 500 feet of the site.

1.4 Water Supply Wells

Based on previous receptor surveys conducted by others, a water supply well (WSW-1) was
identified on a down-gradient property located at 10815 Reames Road (currently Estes Express
Lines), approximately 275 feet northeast of the source area (see Figure 2). The water supply well
at the Estes Express Lines property was reportedly abandoned. According to the receptor
information, the remaining properties near the site are reportedly connected to municipal water.
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2.0 SITE HISTORY

The following description of historical site activities was obtained from a report titled “State-Lead
Monitoring Report, Rimtrax Corporation, 10701 Reames Road, Charlotte Mecklenburg County,
North Carolina” dated February 10, 2021, by Terracon Consultants Inc. (Terracon).
• The site and surrounding areas are connected to municipal water provided by Charlotte
Water.
• The site’s former UST system comprised of one 1,034-gallon diesel UST and one 987-
gallon gasoline UST and associated piping was removed in September 1991 when a leak
of petroleum constituents was discovered as a result of corrosion of the tanks.
Approximately 180 cubic yards of petroleum impacted soils were removed from the
former tank basin to a depth of sixteen feet.
• Monitoring wells MW-1 through MW-12 were installed between December 1991 and
May 1992. Petroleum constituents exceeded GCLs in MW-5.
• Free product recovery was performed from MW-6 by Cooper Environmental Inc. (CEI)
from March to June of 1994. Following free product recovery, CEI conducted a soil
venting pilot study (feasibility study) and installed additional monitoring well MW-5A.
• In June 1994, a temporary air sparge well (AS) and a soil vapor extraction (SVE) point
were installed as part of a Corrective Action Plan (CAP). Petroleum constituents were
detected that exceeded GCLs in MW-5A. A permanent, on-site SVE system was
subsequently installed.
• CEI performed multiple follow-up sampling events on a semi-annual basis from 1995
through 1999. Responsibility for the site remediation was given to The Structures Group
(TSG).
• In 2002, TSG installed two replacement monitoring wells that were destroyed due to
exposure to heavy machinery and large construction vehicles over time. The wells
replaced were not specified. TSG abandoned the on-site monitoring wells in November
2004. It is unclear as to the reasoning behind the abandonment of the monitoring wells.
It is also unclear when the remediation system was deactivated and removed from the
site.
• During a visit to the site in July 2019, Terracon noted a large portion of the source area
had been paved with concrete and fresh gravel had been placed on the site after the
current tenant occupied the property. After multiple attempts to locate the on-site wells,
Terracon was unable to locate any monitoring wells. Terracon also spoke with several
employees of the on-site tenant The CAT Rental Store regarding monitoring well
locations. Terracon also contacted the adjacent facility to the east regarding the use of a
water supply well formerly located on the property. A water supply well use
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questionnaire was sent by certified mail to the adjacent property owner on July 16, 2019.
According to Mr. Kevin Fitz, Director of Facility Maintenance for Estes Express Lines,
the supply well was formerly utilized to supply water for the fire suppression system at
the facility. According to Mr. Fitz, the facility has been connected to municipal water
and the water tower has been drained, but the supply well has not been properly
abandoned.
• On October 9, 2019, Terracon installed monitoring well MW-5R in proximity to the
former location of MW-5. Terracon collected a soil sample (SB-01) from a depth of 5-10
ft below ground surface (bgs). A groundwater sample was also collected from MW-5R
which revealed that benzene, ethylbenzene, isopropylbenzene, MTBE, naphthalene, n-
propylbenzene, 1,2,4 trimethylbenzene, total xylenes, and several aromatics were present
above 2L standards.
• Terracon personnel mobilized to the site on November 30, 2020 to install two
additional groundwater monitoring wells (MW-2R and MW-6R) to replace destroyed
wells in their respective locations and evaluate current groundwater conditions.
Monitoring well MW-6R was installed north of the on-site vehicle wash bay.
Monitoring well MW-2R was installed southwest of the on-site drainage feature within
a vehicle staging area. The two monitoring wells were advanced to a depth of
approximately 18 feet bgs.
• On December 31, 2020, Terracon collected groundwater samples from monitoring
wells MW-2R, MW-5R, and MW-6R and a surface water sample. Benzene (254 µg/L),
ethylbenzene (905 µg/L), MTBE (34.2 µg/L), n-propylbenzene (195 µg/L), and
naphthalene (290 µg/L) were detected in well MW-5R at concentrations that exceed
their respective 2L standards. MTBE was detected in well MW-2R (496 µg/L) at a
concentration that exceeds its respective 2L standard. Various other constituents of
concern were detected in wells MW-2R, MW-5R, and MW-6R at concentrations below
their respective 2L standards. MTBE (0.75 µg/L) was detected in the surface water
sample collected from the on-site drainage feature at a concentration below the 2L
standard for MTBE.
• On March 31, 2021, Terracon collected groundwater samples from the on-site
monitoring wells MW-2R, MW-5R, and MW-6R. Benzene (244 µg/L), ethylbenzene
(964 µg/L), MTBE (30.6 µg/L), n-propylbenzene (207 µg/L), naphthalene (321 µg/L)
and total xylenes (660.9 µg/L) were detected in MW-5R above their respective 2L
standards. MTBE was detected in MW-2R (297 µg/L) above its 2L standard while
benzene (11.9 µg/L) was detected in MW-6R above its 2L standard. Various other
constituents of concern were detected in wells MW-2R, MW-5R, and MW-6R at
concentrations below their respective 2L standards. No constituents were detected
above the GCLs.
• Terracon stated in their February 10, 2021 report, that although MTBE is present in the
surface water sample collected in December 2020, the RBCA Tool Kit® Domenico
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Model with First-Order Decay model simulation results indicate the concentrations will
not exceed the regulatory standards. The GSI Mann-Kendall Tool Kit® modeling
results indicate most of the detected constituent concentrations in the groundwater are
decreasing. Historical analytical data support biodegradation conditions at the site.
• On December 6, 2021 and on March 7, 2022, Terracon collected groundwater samples
from site monitoring wells MW-2R, MW-5R, and MW-6R and surface water sample
SW-1. Benzene, ethylbenzene, MTBE, and n-propylbenzene were detected above 2L
standards in MW-5R while MTBE was the only analyte detected above 2L standards
in MW-2R or surface water sample SW-1. No analytes were reported above GCLs.

Historical groundwater elevations and analytical results are provided in Appendix A.
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3.0 FIELD ACTIVITIES

Field activities performed by ESP on June 1, 2023, included:
• Gauging static water levels in site monitoring wells MW-2R, MW-5R and MW-6R;
• Collecting groundwater samples from monitoring wells MW-2R and MW-5R, along with
a field duplicate. Although planned, ESP was unable to obtain a water sample from
monitoring well MW-6R as the well was considered dry due to insufficient recharge
following purging; and
• Collecting surface water sample SW-1 from the unnamed intermittent creek along the
eastern boundary of the site.

Sample locations are depicted on Figure 2. Field logbook entries along with water level survey
forms, groundwater sampling forms, and field instrument calibration forms were completed in the
field to document site activities (see Appendix C). Photographs are provided in Appendix B.
Details of field activities are provided below.

3.1 Water Level Gauging

On June 1, 2023, prior to purging or collecting groundwater samples, depth to groundwater from
the top of casing (TOC) within each monitoring well was measured and recorded using a
decontaminated electronic water level meter. The water level measurements were collected by
first removing covers and plunger caps from all site monitoring wells and allowing water within
the wells 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 1, static water level depths ranged from 7.55 ft to 14.70 ft below top of casing
(ft bTOC). Figure 3 depicts the groundwater elevations based off a benchmark of 100.00 ft given
to the MW-5R TOC. As depicted on Figure 3, groundwater flow beneath the site is toward the
north-northeast.

3.2 Groundwater Sampling

On June 1, 2023, groundwater samples were collected from monitoring wells MW-2R and
MW-5R. Due to the lack of significant recharge following purging of MW-6R, a sufficient volume
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of water was not available for sampling. Less than one bailer of very turbid groundwater was
recovered from MW-6R after a 30-minutes pause to the purging process and thus was not suitable
for sampling.

Groundwater samples were collected using dedicated and disposable polyvinyl chloride (PVC)
bailers (1.5” x 3’) attached to braided nylon rope. Prior to groundwater sample collection, each
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 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 C).

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 VOCs by EPA Method 6200B including MTBE, ethylene
dibromide (EDB), and isopropyl ether (IPE).

3.3 Water Supply Well Sampling

No water supply wells were sampled as part of this field effort as no active water supply wells are
reported to be located within 1,000-feet of the site. The site and vicinity properties are reportedly
connected to municipal water.

3.4 Surface Water Sampling

On June 1, 2023, a surface water sample (SW-1) was collected from the unnamed intermittent
creek that runs along the eastern boundary of the site (see Figure 4). SW-1 was collected from a
portion of the creek that was accessed near MW-2R and was the approximate location of previous
surface water sampling events. SW-1 was collected by dipping a new unpreserved laboratory
bottle into the surface water body. The water was then poured from the unpreserved bottle into the
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laboratory provided preserved glass sample vials. A surface water sampling sheet was filled out
with water quality parameters measured at the time of sample collection (Appendix C).

3.5 Field Quality Control Sampling and Analysis

A field duplicate groundwater sample was collected on June 1, 2023 from MW-5R and analyzed
for VOCs by EPA Method 6200B including MTBE, EDB, and IPE to assess variance between
collected samples.

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4.0 ANALYTICAL RESULTS

Results of the laboratory analysis of groundwater samples MW-2R and MW-5R and surface water
sample SW-1 are tabulated in Table 2. As noted in Table 2, the analytical results are compared
to both 2L standards and GCLs. The Pace laboratory analytical report is provided in Appendix
D.

No analytes were detected at concentrations exceeding their respective GCLs; however, various
analytes were detected at concentrations greater than their respective 2L groundwater standards in
the two sampled monitoring wells while no analytes were detected above 2L standards in surface
water sample SW-1 (see Table 2 and Figures 4 and 5). A summary of the analytical results is as
follows:
• MTBE was the only analyte detected above its 2L standard of 20 µg/L in monitoring well
MW-2R (238 µg/L);
• In monitoring well MW-5R, analytes generally increased in concentrations with benzene
(356 µg/L), ethylbenzene (1,220 µg/L), isopropylbenzene (72.9 µg/L), MTBE (102 µg/L),
naphthalene (477 µg/L), and n-propylbenzene (292 µg/L) detected above their respective
2Lstandards; and
• The only analyte detected in surface water sample SW-1 was ethylbenzene at an estimated
concentration of 0.45J µg/L, which is significantly below its 2L standard of 600 µg/L.

A comparison of groundwater laboratory analytical results from the June 1, 2023 sampling event
to the March 7, 2022 sampling event reveals the following:
• MTBE concentrations in MW-2R decreased slightly from the March 7, 2022 sampling
event to the June 1, 2023 sampling event.
• Benzene and MTBE concentrations in MW-5R both decreased from the March 7, 2022
sampling event to the June 1, 2023 sampling event.
• The other analytes detected above 2L standards in MW-5R (i.e., ethylbenzene,
naphthalene, cumene, and n-propylbenzene) increased somewhat from the March 7, 2022
event to the June 1, 2023 event.

The general trend in groundwater contaminant concentrations at the site has been relatively stable
since 2020. Groundwater concentrations have remained above 2L standards; however, no GCLs
have been exceeded since 2006.

Subsequent Monitoring Report ESP Project No. 23-00200-008
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5.0 CONCLUSIONS AND RECOMMENDATIONS

Based on results of the above field activities and previous reporting, ESP concludes the following:
• Static water level depths ranged from 7.55 ft to 14.70 ft bTOC.
• The general direction of groundwater flow beneath the site is to the north-northeast.
• The site and surrounding areas are connected to municipal water provided by Charlotte
Water.
• No active water supply wells are located within 1,000-feet of the site;
• Due to the lack of significant recharge following purging of MW-6R, a sufficient volume
of water was not available for sampling.
• MTBE was the only analyte detected above its 2L standard of 20 µg/L in monitoring well
MW-2R (238 µg/L);
• In monitoring well MW-5R, analytes generally increased in concentrations with benzene
(356 µg/L), ethylbenzene (1,220 µg/L), isopropylbenzene (72.9 µg/L), MTBE (102 µg/L),
naphthalene (477 µg/L), and n-propylbenzene (292 µg/L) detected above their respective
2Lstandards; and
• The only analyte detected in surface water sample SW-1 was ethylbenzene at an estimated
concentration of 0.45J µg/L, which is significantly below its 2L standard of 600 µg/L.

The general trend in groundwater contaminant concentrations at the site has been relatively stable
since 2020. Groundwater concentrations have remained above 2L standards; however, no GCLs
have been exceeded since 2006.

Based on the above results, ESP offers the following recommendations:
• Continue to sample site monitoring wells and surface water on a semiannual basis to further
understand concentration trends and plume stability;
• Use low flow sampling to collect a representative groundwater sample from MW-6R,
which is a low producing monitoring well; and
• Install oxidation sleeves in monitoring wells MW-2R and MW-5R to attempt to reduce
VOC concentrations.

Subsequent Monitoring Report ESP Project No. 23-00200-008
Rimtrax Corporation (Incident #7079) July 25, 2023

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6.0 REFERENCES

Mecklenburg County, North Carolina GIS website, https://polaris3g.mecklenburgcountync.gov//.

1985 Geologic Map of North Carolina, The North Carolina Geological Survey, Phillip M. Brown,
1985.

Guideline for Sampling Underground Storage Tank Section, Division of Waste Management,
North Carolina Division of Environmental Quality, March 7, 2022, Change 4.

Terracon, February 10, 2021, State-Lead Monitoring Report: Rimtrax Corporation (Incident
#7079), Charlotte, Mecklenburg County, North Carolina.

Terracon, January 6, 2022, Letter Report: Rimtrax Corporation (Incident #7079), Charlotte,
Mecklenburg County, North Carolina.

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
23-00200-008
ET
CWDATE07/10/2023
FIGURE 1USGS TOPOGRAPHIC SITE LOCATION MAPµAs Shown
CHARLOTTE, NORTH CAROLINA
SITE BOUNDARY
All locations are approximate.
RIMTRAX CORPORATION
LEGEND:
CAROLINA CAT
GARAGE
FORMER UST BASIN
<
<<
<
<
<<
<
<
<
<
<<
<
<
<ED
<
MW-10
MW-15
MW-12
MW-12R MW-6
MW-6R AS-7
MW-2
MW-2R
MW-1
MW-4
MW-3 MW-5A
MW-3R/MW-9 MW-5
MW-5R
ABANDONED WSW-1STATESVILLE ROADREAMS ROADOLD REAMS ROAD
W W.T. HARRIS BLVD
MW-11
UNNAMED RIVERINE
0 60 120Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-008
ET
CWDATE07/10/2023
FIGURE 2SITE MAPµAs Shown
CHARLOTTE, NORTH CAROLINA
SITE BOUNDARYMONITORING WELLABANDONED MONITORING WELLWATER SUPPLY WELL
All locations are approximate.
RIMTRAX CORPORATION
LEGEND:
ED
<
<
NCDEQ Incident No. 7079
Rimtrax Corporation
10701 Reames Rd.
Charlotte, North Carolina
CAROLINA CAT
<
<ED
<
MW-6R
MW-2R
MW-5R
ABANDONED WSW-1STATESVILLE ROADREAMS ROADOLD REAMS ROAD
W W.T. HARRIS BLVD
UNNAMED RIVERINE
0 60 120Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-008
ET
CWDATE07/10/2023
FIGURE 3GROUNDWATER ELEVATION MAPJUNE 1, 2023µAs Shown
CHARLOTTE, NORTH CAROLINA
SITE BOUNDARYMONITORING WELLWATER SUPPLY WELLESTIMATED GROUNDWATER ELEVATION CONTOURESTIMATED GROUNDWATER FLOW DIRECTION
All locations are approximate.
RIMTRAX CORPORATION
LEGEND:
ED
<
CAROLINA CAT
<
<ED
<
MW-6R
MW-2R
MW-5R
ABANDONED WSW-1STATESVILLE ROADREAMS ROADOLD REAMS ROAD
W W.T. HARRIS BLVD
UNNAMED RIVERINE
&
SW-1
0 60 120Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-008
ET
CWDATE07/10/2023
FIGURE 4GROUNDWATER RESULTS MAPJUNE 1, 2023µAs Shown
CHARLOTTE, NORTH CAROLINA
SITE BOUNDARYMONITORING WELLABANDONED MONITORING WELLWATER SUPPLY WELLSURFACE WATER SAMPLING LOCATION
All locations are approximate.
RIMTRAX CORPORATION
LEGEND:
ED
<
<
&
Yellow highlighted values are greater thanthe GCL.
Only analytes above 2L Standards or GCLsshown.
NS - not sampled
NCDEQ Incident No. 7079
Rimtrax Corporation
10701 Reames Rd.
Charlotte, North Carolina
Results Presented in Table 2.
CAROLINA CAT
<
<ED
<
MW-6R
MW-2R
MW-5R
ABANDONED WSW-1STATESVILLE ROADREAMS ROADOLD REAMS ROAD
W W.T. HARRIS BLVD
UNNAMED RIVERINE
&
SW-1
0 60 120Feet
ESP Associates, Inc.
P.O. Box 7030Charlotte, NC 28241
Phone [phone]
www.espassociates.com
SHEET TITLE
PROJECT
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
23-00200-008
ET
CWDATE07/10/2023
FIGURE 5BENZENE ISOCONCENTRATION MAPJUNE 1, 2023µAs Shown
CHARLOTTE, NORTH CAROLINA
SITE BOUNDARYMONITORING WELLWATER SUPPLY WELLSURFACE WATER SAMPLING LOCATIONAPPROXIMATE CONCENTRATION CONTOUR
All locations are approximate.
RIMTRAX CORPORATION
LEGEND:
ED
<
&
NCDEQ Incident No. 7079
Rimtrax Corporation
10701 Reames Rd.
Charlotte, North Carolina
356
300
ND
ND
NS
NS
NS - not sampledResults Presented in Table 2.

TABLES

Table 1
Monitoring Well Construction and Groundwater Elevation Data
Rimtrax Corporation
Charlotte, North Carolina
NCDEQ Incident No. 7079
Well ID Date Intalled Screened Interval
(ft BGS) a
Bottom of
Well
(ft BGS) a
Top of Casing
Elevation
(ft) a,b
Date Water
Level Measured
Depth to Water
from Top of
Casing
(ft bTOC)
Groundwater
Elevation
(ft)
3/31/2021 5.83 88.36
12/6/2021 12.41 81.78
3/7/2022 16.46 77.73
6/1/2023 7.55 86.64
3/31/2021 4.67 95.33
12/6/2021 13.43 86.57
3/7/2022 12.15 87.85
6/1/2023 12.42 87.58
3/31/2021 9.42 84.26
12/6/2021 18.28 75.40
3/7/2022 15.39 78.29
6/1/2023 14.70 78.98
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 100.00 ft given to MW-5R.
BGS - below ground surface
ft - feet
ft bTOC - feet below TOC
TOC - top of casing
94.19
100.00
93.6817.42
MW-2R
MW-5R
MW-6R
8/1/2002
10/9/2019
12/31/2020
8.00-18..00
8.00-18..00
8.00-18..00
18.75
18.54
Table 2
Summary of Groundwater Analytical Results
Rimtrax Corporation
Charlotte, North Carolina
NCDEQ Incident No. 7079
(Page 1 of 1)
1 70 70 70 70 0.02 0.40 70 600 70 20 6 70 600 400 400 500 500 500
5,000 6,900 8,500 70,000 15,000 50 400 70,000 84,500 25,000 20,000 6,000 30,000 260,000 28,500 25,000 85,500 85,500 85,500
3/31/21 <0.69 <0.98 <0.80 <0.71 <0.65 N/A <0.64 18.4 <0.61 <0.67 279 <1.3 <0.68 <0.97 <0.99 <0.66 <1.4 NR NR
12/6/21 <0.86 <1.2 <1.0 <0.88 <0.81 N/A <0.80 18.4 1.3 <0.83 321 2.5J <0.85 2.5 2.3 <0.83 3.9J NR NR
3/7/22 <0.69 <0.98 <0.80 <0.71 <0.65 N/A <0.64 13.9 <0.61 <0.67 242 <1.3 <0.68 <0.97 <0.99 <0.66 <1.4 NR NR
6/1/23 <0.69 <0.98 <0.80 <0.86 <0.65 <0.54 <0.64 15.6 0.96J <0.67 238 <1.3 <0.68 <0.48 <0.99 <0.66 <1.4 <1.4 <0.68
3/31/21 244 <2.4 <2.0 <1.8 <1.6 N/A <1.7 <1.5 964 58.1 30.6 321 207 43.6 128 <1.7 660.9 NR NR
12/6/21 477 19.4 <4.0 <3.5 <3.2 N/A <3.2 <3.1 976 42.9 103 417 145 49.6 12 6 142.7 NR NR
3/7/22 775 <4.9 <4.0 <3.5 <3.2 N/A <3.2 <3.1 1,080 51 168 348 165 72.2 7.8 <3.3 182.4 NR NR
6/1/23 356 <4.9 <0.80 <4.3 <3.2 <2.7 <3.2 <3.1 1,220 72.9 102 477 292 36.0 24.3 19.0 244.2 232 12.2
Field Duplicate (MW-5R)6/1/23 241 <4.9 <4.0 <4.3 <3.2 <2.7 <3.2 <3.1 1,270 72.2 45.7 508 283 38.9 62.5 28.0 373 363 10.0
3/31/21 11.9 <0.49 <0.40 NR NR N/A <0.32 <0.31 <0.30 <0.33 1.3 <0.64 <0.34 <0.48 <0.50 <0.33 0.63 NR NR
12/6/21 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
3/7/22 1.1 <0.49 <0.40 <0.35 <0.32 N/A <0.32 0.36J <0.30 <0.33 2.4 <0.64 <0.34 <0.48 <0.50 <0.33 <1.05 NR NR
6/1/23 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
12/30/20 <0.24 <0.35 <0.25 <0.35 <0.25 N/A <0.26 <0.33 <0.24 <0.24 0.75 <0.66 <0.24 <0.23 <0.19 <0.23 <0.44 NR NR
12/6/21 <0.34 1.1 <0.40 <0.35 <0.32 N/A <0.32 <0.31 1.6 0.46J 1.1 2.3 1.1 1 10.7 2.5 8.6 NR NR
3/7/22 <0.34 <0.49 <0.40 <0.35 <0.32 N/A <0.32 <0.31 <0.30 <0.33 0.71 <0.64 <0.34 <0.48 <0.50 <0.33 <0.71 NR NR
6/1/23 <0.34 <0.49 <0.40 <0.43 <0.32 <0.27 <0.32 <0.31 0.45J <0.33 <0.42 <0.64 <0.34 <0.24 <0.50 <0.33 <0.71 <0.71 <0.34
Notes:
Bold values indicate constituent concentrations were greater than the 2L Standard.
Yellow highlighted values indicate constituent concentrations were greater than the GCL.
Samples presented prior to the June 1, 2023 event were obtained from prevous consultants reports.
<## - less than the method detection limit
µg/L - micrograms per liter
2L Standard - North Carolina 02L standard for groundwater
2B Standard - North Carolina 02B standard for Class C surface water
GCL - Gross Contaminant Level
J - Estimated concentration above the method detection limit and below the reporting limit.
NR - not reported
NA -not available
NS - not sampled
Sample ID Collection Date
1,3,5-TrimethylbenzeneXylene (Total)MW-2R m&p-Xyleneo-Xylene1,2-Dibromoethane (EDB)Diisopropyl ether (IPE)Chloroform1,2-DichloroethaneSW-1 Toluene1,2,4-Trimethylbenzene2L Standard (µg/L)EthylbenzeneIsopropylbenzene (cumene)Methyl Tert-Butyl Ethyl (MTBE)Naphthalenen-PropylbenzeneBenzenen-Butylbenzenesec-Butylbenzenetert-ButylbenzeneMW-6R
GCL (µg/L)
MW-5R

APPENDICES

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D
#=CL#
June 09, 2023
LIMS USE: FR - CHRIS WARD
LIMS OBJECT ID: 92670269
92670269
Project:
Pace Project No.:
RE:
Chris Ward
ESP Associates
3475 Lakemont Boulevard
Fort Mill, SC 29708
Rimtrax Corporation
Dear Chris Ward:
Enclosed are the analytical results for sample(s) received by the laboratory on June 02, 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 25
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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 25
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Lab ID Sample ID Matrix Date Collected Date Received
92670269001 MW-5R Water 06/01/23 11:01 06/02/23 09:13
92670269002 MW-2R Water 06/01/23 12:00 06/02/23 09:13
92670269003 Field Duplicate Water 06/01/23 13:30 06/02/23 09:13
92670269004 SW-1 Water 06/01/23 13:02 06/02/23 09:13
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 25
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92670269001 MW-5R SM 6200B 63 PASI-CSAS
92670269002 MW-2R SM 6200B 63 PASI-CSAS
92670269003 Field Duplicate SM 6200B 63 PASI-CSAS
92670269004 SW-1 SM 6200B 63 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 25
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Sample:MW-5R Lab ID:92670269001 Collected:06/01/23 11:01 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 356 ug/L 06/08/23 20:54 71-43-25.0 3.4 10
Bromobenzene ND ug/L 06/08/23 20:54 108-86-15.0 2.9 10
Bromochloromethane ND ug/L 06/08/23 20:54 74-97-55.0 4.7 10
Bromodichloromethane ND ug/L 06/08/23 20:54 75-27-45.0 3.1 10
Bromoform ND ug/L 06/08/23 20:54 75-25-25.0 3.4 10
Bromomethane ND ug/L 06/08/23 20:54 74-83-950.0 16.6 10
n-Butylbenzene ND ug/L 06/08/23 20:54 104-51-85.0 4.9 10
sec-Butylbenzene ND ug/L 06/08/23 20:54 135-98-85.0 4.0 10
tert-Butylbenzene ND ug/L 06/08/23 20:54 98-06-65.0 3.2 10
Carbon tetrachloride ND ug/L 06/08/23 20:54 56-23-55.0 3.3 10
Chlorobenzene ND ug/L 06/08/23 20:54 108-90-75.0 2.8 10
Chloroethane ND ug/L 06/08/23 20:54 75-00-310.0 6.5 10
Chloroform ND ug/L 06/08/23 20:54 67-66-35.0 4.3 10
Chloromethane ND ug/L 06/08/23 20:54 74-87-310.0 5.4 10
2-Chlorotoluene ND ug/L 06/08/23 20:54 95-49-85.0 3.2 10
4-Chlorotoluene ND ug/L 06/08/23 20:54 106-43-45.0 3.2 10
1,2-Dibromo-3-chloropropane ND ug/L 06/08/23 20:54 96-12-810.0 3.4 10
Dibromochloromethane ND ug/L 06/08/23 20:54 124-48-15.0 3.6 10
1,2-Dibromoethane (EDB)ND ug/L 06/08/23 20:54 106-93-45.0 2.7 10
Dibromomethane ND ug/L 06/08/23 20:54 74-95-35.0 3.9 10
1,2-Dichlorobenzene ND ug/L 06/08/23 20:54 95-50-15.0 3.4 10
1,3-Dichlorobenzene ND ug/L 06/08/23 20:54 541-73-15.0 3.4 10
1,4-Dichlorobenzene ND ug/L 06/08/23 20:54 106-46-75.0 3.3 10
Dichlorodifluoromethane ND ug/L 06/08/23 20:54 75-71-8 IH5.0 3.5 10
1,1-Dichloroethane ND ug/L 06/08/23 20:54 75-34-35.0 3.7 10
1,2-Dichloroethane ND ug/L 06/08/23 20:54 107-06-25.0 3.2 10
1,1-Dichloroethene ND ug/L 06/08/23 20:54 75-35-45.0 3.5 10
cis-1,2-Dichloroethene ND ug/L 06/08/23 20:54 156-59-25.0 3.8 10
trans-1,2-Dichloroethene ND ug/L 06/08/23 20:54 156-60-55.0 4.0 10
1,2-Dichloropropane ND ug/L 06/08/23 20:54 78-87-55.0 3.6 10
1,3-Dichloropropane ND ug/L 06/08/23 20:54 142-28-95.0 2.8 10
2,2-Dichloropropane ND ug/L 06/08/23 20:54 594-20-75.0 3.9 10
1,1-Dichloropropene ND ug/L 06/08/23 20:54 563-58-65.0 4.3 10
cis-1,3-Dichloropropene ND ug/L 06/08/23 20:54 10061-01-55.0 3.6 10
trans-1,3-Dichloropropene ND ug/L 06/08/23 20:54 10061-02-65.0 3.6 10
Diisopropyl ether ND ug/L 06/08/23 20:54 108-20-35.0 3.1 10
Ethylbenzene 1220 ug/L 06/08/23 20:54 100-41-45.0 3.0 10
Hexachloro-1,3-butadiene ND ug/L 06/08/23 20:54 87-68-320.0 15.3 10
Isopropylbenzene (Cumene)72.9 ug/L 06/08/23 20:54 98-82-85.0 3.3 10
Methylene Chloride ND ug/L 06/08/23 20:54 75-09-220.0 19.5 10
Methyl-tert-butyl ether 102 ug/L 06/08/23 20:54 1634-04-45.0 4.2 10
Naphthalene 477 ug/L 06/08/23 20:54 91-20-320.0 6.4 10
n-Propylbenzene 292 ug/L 06/08/23 20:54 103-65-15.0 3.4 10
Styrene ND ug/L 06/08/23 20:54 100-42-55.0 2.9 10
1,1,1,2-Tetrachloroethane ND ug/L 06/08/23 20:54 630-20-65.0 3.1 10
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 25
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Sample:MW-5R Lab ID:92670269001 Collected:06/01/23 11:01 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
1,1,2,2-Tetrachloroethane ND ug/L 06/08/23 20:54 79-34-55.0 2.2 10
Tetrachloroethene ND ug/L 06/08/23 20:54 127-18-45.0 2.9 10
Toluene 36.0 ug/L 06/08/23 20:54 108-88-35.0 2.4 10
1,2,3-Trichlorobenzene ND ug/L 06/08/23 20:54 87-61-620.0 8.1 10
1,2,4-Trichlorobenzene ND ug/L 06/08/23 20:54 120-82-120.0 6.4 10
1,1,1-Trichloroethane ND ug/L 06/08/23 20:54 71-55-65.0 3.3 10
1,1,2-Trichloroethane ND ug/L 06/08/23 20:54 79-00-55.0 3.2 10
Trichloroethene ND ug/L 06/08/23 20:54 79-01-65.0 3.8 10
Trichlorofluoromethane ND ug/L 06/08/23 20:54 75-69-410.0 3.0 10
1,2,3-Trichloropropane ND ug/L 06/08/23 20:54 96-18-45.0 2.6 10
1,2,4-Trimethylbenzene 24.3 ug/L 06/08/23 20:54 95-63-65.0 5.0 10
1,3,5-Trimethylbenzene 19.0 ug/L 06/08/23 20:54 108-67-85.0 3.3 10
Vinyl chloride ND ug/L 06/08/23 20:54 75-01-410.0 3.9 10
m&p-Xylene 232 ug/L 06/08/23 20:54 179601-23-110.0 7.1 10
o-Xylene 12.2 ug/L 06/08/23 20:54 95-47-65.0 3.4 10
Surrogates
1,2-Dichloroethane-d4 (S)110 %06/08/23 20:54 17060-07-070-130 10
4-Bromofluorobenzene (S)100 %06/08/23 20:54 460-00-470-130 10
Toluene-d8 (S)98 %06/08/23 20:54 2037-26-570-130 10
Sample:MW-2R Lab ID:92670269002 Collected:06/01/23 12:00 Received:06/02/23 09:13 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 06/08/23 20:18 71-43-21.0 0.69 2
Bromobenzene ND ug/L 06/08/23 20:18 108-86-11.0 0.58 2
Bromochloromethane ND ug/L 06/08/23 20:18 74-97-51.0 0.94 2
Bromodichloromethane ND ug/L 06/08/23 20:18 75-27-41.0 0.61 2
Bromoform ND ug/L 06/08/23 20:18 75-25-21.0 0.68 2
Bromomethane ND ug/L 06/08/23 20:18 74-83-910.0 3.3 2
n-Butylbenzene ND ug/L 06/08/23 20:18 104-51-81.0 0.98 2
sec-Butylbenzene ND ug/L 06/08/23 20:18 135-98-81.0 0.80 2
tert-Butylbenzene ND ug/L 06/08/23 20:18 98-06-61.0 0.65 2
Carbon tetrachloride ND ug/L 06/08/23 20:18 56-23-51.0 0.67 2
Chlorobenzene ND ug/L 06/08/23 20:18 108-90-71.0 0.57 2
Chloroethane ND ug/L 06/08/23 20:18 75-00-32.0 1.3 2
Chloroform ND ug/L 06/08/23 20:18 67-66-31.0 0.86 2
Chloromethane ND ug/L 06/08/23 20:18 74-87-32.0 1.1 2
2-Chlorotoluene ND ug/L 06/08/23 20:18 95-49-81.0 0.64 2
4-Chlorotoluene ND ug/L 06/08/23 20:18 106-43-41.0 0.65 2
1,2-Dibromo-3-chloropropane ND ug/L 06/08/23 20:18 96-12-82.0 0.68 2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 25
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Sample:MW-2R Lab ID:92670269002 Collected:06/01/23 12:00 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Dibromochloromethane ND ug/L 06/08/23 20:18 124-48-11.0 0.72 2
1,2-Dibromoethane (EDB)ND ug/L 06/08/23 20:18 106-93-41.0 0.54 2
Dibromomethane ND ug/L 06/08/23 20:18 74-95-31.0 0.79 2
1,2-Dichlorobenzene ND ug/L 06/08/23 20:18 95-50-11.0 0.68 2
1,3-Dichlorobenzene ND ug/L 06/08/23 20:18 541-73-11.0 0.68 2
1,4-Dichlorobenzene ND ug/L 06/08/23 20:18 106-46-71.0 0.67 2
Dichlorodifluoromethane ND ug/L 06/08/23 20:18 75-71-8 IH1.0 0.69 2
1,1-Dichloroethane ND ug/L 06/08/23 20:18 75-34-31.0 0.73 2
1,2-Dichloroethane ND ug/L 06/08/23 20:18 107-06-21.0 0.64 2
1,1-Dichloroethene ND ug/L 06/08/23 20:18 75-35-41.0 0.70 2
cis-1,2-Dichloroethene ND ug/L 06/08/23 20:18 156-59-21.0 0.77 2
trans-1,2-Dichloroethene ND ug/L 06/08/23 20:18 156-60-51.0 0.79 2
1,2-Dichloropropane ND ug/L 06/08/23 20:18 78-87-51.0 0.71 2
1,3-Dichloropropane ND ug/L 06/08/23 20:18 142-28-91.0 0.57 2
2,2-Dichloropropane ND ug/L 06/08/23 20:18 594-20-71.0 0.78 2
1,1-Dichloropropene ND ug/L 06/08/23 20:18 563-58-61.0 0.85 2
cis-1,3-Dichloropropene ND ug/L 06/08/23 20:18 10061-01-51.0 0.73 2
trans-1,3-Dichloropropene ND ug/L 06/08/23 20:18 10061-02-61.0 0.73 2
Diisopropyl ether 15.6 ug/L 06/08/23 20:18 108-20-31.0 0.62 2
Ethylbenzene 0.96J ug/L 06/08/23 20:18 100-41-41.0 0.61 2
Hexachloro-1,3-butadiene ND ug/L 06/08/23 20:18 87-68-34.0 3.1 2
Isopropylbenzene (Cumene)ND ug/L 06/08/23 20:18 98-82-81.0 0.67 2
Methylene Chloride ND ug/L 06/08/23 20:18 75-09-24.0 3.9 2
Methyl-tert-butyl ether 238 ug/L 06/08/23 20:18 1634-04-41.0 0.84 2
Naphthalene ND ug/L 06/08/23 20:18 91-20-34.0 1.3 2
n-Propylbenzene ND ug/L 06/08/23 20:18 103-65-11.0 0.68 2
Styrene ND ug/L 06/08/23 20:18 100-42-51.0 0.58 2
1,1,1,2-Tetrachloroethane ND ug/L 06/08/23 20:18 630-20-61.0 0.62 2
1,1,2,2-Tetrachloroethane ND ug/L 06/08/23 20:18 79-34-51.0 0.45 2
Tetrachloroethene ND ug/L 06/08/23 20:18 127-18-41.0 0.58 2
Toluene ND ug/L 06/08/23 20:18 108-88-31.0 0.48 2
1,2,3-Trichlorobenzene ND ug/L 06/08/23 20:18 87-61-64.0 1.6 2
1,2,4-Trichlorobenzene ND ug/L 06/08/23 20:18 120-82-14.0 1.3 2
1,1,1-Trichloroethane ND ug/L 06/08/23 20:18 71-55-61.0 0.66 2
1,1,2-Trichloroethane ND ug/L 06/08/23 20:18 79-00-51.0 0.65 2
Trichloroethene ND ug/L 06/08/23 20:18 79-01-61.0 0.77 2
Trichlorofluoromethane ND ug/L 06/08/23 20:18 75-69-42.0 0.60 2
1,2,3-Trichloropropane ND ug/L 06/08/23 20:18 96-18-41.0 0.52 2
1,2,4-Trimethylbenzene ND ug/L 06/08/23 20:18 95-63-61.0 0.99 2
1,3,5-Trimethylbenzene ND ug/L 06/08/23 20:18 108-67-81.0 0.66 2
Vinyl chloride ND ug/L 06/08/23 20:18 75-01-42.0 0.77 2
m&p-Xylene ND ug/L 06/08/23 20:18 179601-23-12.0 1.4 2
o-Xylene ND ug/L 06/08/23 20:18 95-47-61.0 0.68 2
Surrogates
1,2-Dichloroethane-d4 (S)113 %06/08/23 20:18 17060-07-070-130 2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
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[phone]
Page 7 of 25
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Sample:MW-2R Lab ID:92670269002 Collected:06/01/23 12:00 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Surrogates
4-Bromofluorobenzene (S)99 %06/08/23 20:18 460-00-470-130 2
Toluene-d8 (S)100 %06/08/23 20:18 2037-26-570-130 2
Sample:Field Duplicate Lab ID:92670269003 Collected:06/01/23 13:30 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene 241 ug/L 06/08/23 21:12 71-43-25.0 3.4 10
Bromobenzene ND ug/L 06/08/23 21:12 108-86-15.0 2.9 10
Bromochloromethane ND ug/L 06/08/23 21:12 74-97-55.0 4.7 10
Bromodichloromethane ND ug/L 06/08/23 21:12 75-27-45.0 3.1 10
Bromoform ND ug/L 06/08/23 21:12 75-25-25.0 3.4 10
Bromomethane ND ug/L 06/08/23 21:12 74-83-950.0 16.6 10
n-Butylbenzene ND ug/L 06/08/23 21:12 104-51-85.0 4.9 10
sec-Butylbenzene ND ug/L 06/08/23 21:12 135-98-85.0 4.0 10
tert-Butylbenzene ND ug/L 06/08/23 21:12 98-06-65.0 3.2 10
Carbon tetrachloride ND ug/L 06/08/23 21:12 56-23-55.0 3.3 10
Chlorobenzene ND ug/L 06/08/23 21:12 108-90-75.0 2.8 10
Chloroethane ND ug/L 06/08/23 21:12 75-00-310.0 6.5 10
Chloroform ND ug/L 06/08/23 21:12 67-66-35.0 4.3 10
Chloromethane ND ug/L 06/08/23 21:12 74-87-310.0 5.4 10
2-Chlorotoluene ND ug/L 06/08/23 21:12 95-49-85.0 3.2 10
4-Chlorotoluene ND ug/L 06/08/23 21:12 106-43-45.0 3.2 10
1,2-Dibromo-3-chloropropane ND ug/L 06/08/23 21:12 96-12-810.0 3.4 10
Dibromochloromethane ND ug/L 06/08/23 21:12 124-48-15.0 3.6 10
1,2-Dibromoethane (EDB)ND ug/L 06/08/23 21:12 106-93-45.0 2.7 10
Dibromomethane ND ug/L 06/08/23 21:12 74-95-35.0 3.9 10
1,2-Dichlorobenzene ND ug/L 06/08/23 21:12 95-50-15.0 3.4 10
1,3-Dichlorobenzene ND ug/L 06/08/23 21:12 541-73-15.0 3.4 10
1,4-Dichlorobenzene ND ug/L 06/08/23 21:12 106-46-75.0 3.3 10
Dichlorodifluoromethane ND ug/L 06/08/23 21:12 75-71-8 IH5.0 3.5 10
1,1-Dichloroethane ND ug/L 06/08/23 21:12 75-34-35.0 3.7 10
1,2-Dichloroethane ND ug/L 06/08/23 21:12 107-06-25.0 3.2 10
1,1-Dichloroethene ND ug/L 06/08/23 21:12 75-35-45.0 3.5 10
cis-1,2-Dichloroethene ND ug/L 06/08/23 21:12 156-59-25.0 3.8 10
trans-1,2-Dichloroethene ND ug/L 06/08/23 21:12 156-60-55.0 4.0 10
1,2-Dichloropropane ND ug/L 06/08/23 21:12 78-87-55.0 3.6 10
1,3-Dichloropropane ND ug/L 06/08/23 21:12 142-28-95.0 2.8 10
2,2-Dichloropropane ND ug/L 06/08/23 21:12 594-20-75.0 3.9 10
1,1-Dichloropropene ND ug/L 06/08/23 21:12 563-58-65.0 4.3 10
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 25
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Sample:Field Duplicate Lab ID:92670269003 Collected:06/01/23 13:30 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
cis-1,3-Dichloropropene ND ug/L 06/08/23 21:12 10061-01-55.0 3.6 10
trans-1,3-Dichloropropene ND ug/L 06/08/23 21:12 10061-02-65.0 3.6 10
Diisopropyl ether ND ug/L 06/08/23 21:12 108-20-35.0 3.1 10
Ethylbenzene 1270 ug/L 06/08/23 21:12 100-41-45.0 3.0 10
Hexachloro-1,3-butadiene ND ug/L 06/08/23 21:12 87-68-320.0 15.3 10
Isopropylbenzene (Cumene)72.2 ug/L 06/08/23 21:12 98-82-85.0 3.3 10
Methylene Chloride ND ug/L 06/08/23 21:12 75-09-220.0 19.5 10
Methyl-tert-butyl ether 45.7 ug/L 06/08/23 21:12 1634-04-45.0 4.2 10
Naphthalene 508 ug/L 06/08/23 21:12 91-20-320.0 6.4 10
n-Propylbenzene 283 ug/L 06/08/23 21:12 103-65-15.0 3.4 10
Styrene ND ug/L 06/08/23 21:12 100-42-55.0 2.9 10
1,1,1,2-Tetrachloroethane ND ug/L 06/08/23 21:12 630-20-65.0 3.1 10
1,1,2,2-Tetrachloroethane ND ug/L 06/08/23 21:12 79-34-55.0 2.2 10
Tetrachloroethene ND ug/L 06/08/23 21:12 127-18-45.0 2.9 10
Toluene 38.9 ug/L 06/08/23 21:12 108-88-35.0 2.4 10
1,2,3-Trichlorobenzene ND ug/L 06/08/23 21:12 87-61-620.0 8.1 10
1,2,4-Trichlorobenzene ND ug/L 06/08/23 21:12 120-82-120.0 6.4 10
1,1,1-Trichloroethane ND ug/L 06/08/23 21:12 71-55-65.0 3.3 10
1,1,2-Trichloroethane ND ug/L 06/08/23 21:12 79-00-55.0 3.2 10
Trichloroethene ND ug/L 06/08/23 21:12 79-01-65.0 3.8 10
Trichlorofluoromethane ND ug/L 06/08/23 21:12 75-69-410.0 3.0 10
1,2,3-Trichloropropane ND ug/L 06/08/23 21:12 96-18-45.0 2.6 10
1,2,4-Trimethylbenzene 62.5 ug/L 06/08/23 21:12 95-63-65.0 5.0 10
1,3,5-Trimethylbenzene 28.0 ug/L 06/08/23 21:12 108-67-85.0 3.3 10
Vinyl chloride ND ug/L 06/08/23 21:12 75-01-410.0 3.9 10
m&p-Xylene 363 ug/L 06/08/23 21:12 179601-23-110.0 7.1 10
o-Xylene 10.0 ug/L 06/08/23 21:12 95-47-65.0 3.4 10
Surrogates
1,2-Dichloroethane-d4 (S)110 %06/08/23 21:12 17060-07-070-130 10
4-Bromofluorobenzene (S)100 %06/08/23 21:12 460-00-470-130 10
Toluene-d8 (S)99 %06/08/23 21:12 2037-26-570-130 10
Sample:SW-1 Lab ID:92670269004 Collected:06/01/23 13:02 Received:06/02/23 09:13 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 06/09/23 11:25 71-43-20.50 0.34 1
Bromobenzene ND ug/L 06/09/23 11:25 108-86-10.50 0.29 1
Bromochloromethane ND ug/L 06/09/23 11:25 74-97-50.50 0.47 1
Bromodichloromethane ND ug/L 06/09/23 11:25 75-27-40.50 0.31 1
Bromoform ND ug/L 06/09/23 11:25 75-25-20.50 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: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 25
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Sample:SW-1 Lab ID:92670269004 Collected:06/01/23 13:02 Received:06/02/23 09:13 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Bromomethane ND ug/L 06/09/23 11:25 74-83-95.0 1.7 1
n-Butylbenzene ND ug/L 06/09/23 11:25 104-51-80.50 0.49 1
sec-Butylbenzene ND ug/L 06/09/23 11:25 135-98-80.50 0.40 1
tert-Butylbenzene ND ug/L 06/09/23 11:25 98-06-60.50 0.32 1
Carbon tetrachloride ND ug/L 06/09/23 11:25 56-23-50.50 0.33 1
Chlorobenzene ND ug/L 06/09/23 11:25 108-90-70.50 0.28 1
Chloroethane ND ug/L 06/09/23 11:25 75-00-31.0 0.65 1
Chloroform ND ug/L 06/09/23 11:25 67-66-30.50 0.43 1
Chloromethane ND ug/L 06/09/23 11:25 74-87-31.0 0.54 1
2-Chlorotoluene ND ug/L 06/09/23 11:25 95-49-80.50 0.32 1
4-Chlorotoluene ND ug/L 06/09/23 11:25 106-43-40.50 0.32 1
1,2-Dibromo-3-chloropropane ND ug/L 06/09/23 11:25 96-12-81.0 0.34 1
Dibromochloromethane ND ug/L 06/09/23 11:25 124-48-10.50 0.36 1
1,2-Dibromoethane (EDB)ND ug/L 06/09/23 11:25 106-93-40.50 0.27 1
Dibromomethane ND ug/L 06/09/23 11:25 74-95-30.50 0.39 1
1,2-Dichlorobenzene ND ug/L 06/09/23 11:25 95-50-10.50 0.34 1
1,3-Dichlorobenzene ND ug/L 06/09/23 11:25 541-73-10.50 0.34 1
1,4-Dichlorobenzene ND ug/L 06/09/23 11:25 106-46-70.50 0.33 1
Dichlorodifluoromethane ND ug/L 06/09/23 11:25 75-71-8 IH0.50 0.35 1
1,1-Dichloroethane ND ug/L 06/09/23 11:25 75-34-30.50 0.37 1
1,2-Dichloroethane ND ug/L 06/09/23 11:25 107-06-20.50 0.32 1
1,1-Dichloroethene ND ug/L 06/09/23 11:25 75-35-40.50 0.35 1
cis-1,2-Dichloroethene ND ug/L 06/09/23 11:25 156-59-20.50 0.38 1
trans-1,2-Dichloroethene ND ug/L 06/09/23 11:25 156-60-50.50 0.40 1
1,2-Dichloropropane ND ug/L 06/09/23 11:25 78-87-50.50 0.36 1
1,3-Dichloropropane ND ug/L 06/09/23 11:25 142-28-90.50 0.28 1
2,2-Dichloropropane ND ug/L 06/09/23 11:25 594-20-70.50 0.39 1
1,1-Dichloropropene ND ug/L 06/09/23 11:25 563-58-60.50 0.43 1
cis-1,3-Dichloropropene ND ug/L 06/09/23 11:25 10061-01-50.50 0.36 1
trans-1,3-Dichloropropene ND ug/L 06/09/23 11:25 10061-02-60.50 0.36 1
Diisopropyl ether ND ug/L 06/09/23 11:25 108-20-30.50 0.31 1
Ethylbenzene 0.45J ug/L 06/09/23 11:25 100-41-40.50 0.30 1
Hexachloro-1,3-butadiene ND ug/L 06/09/23 11:25 87-68-32.0 1.5 1
Isopropylbenzene (Cumene)ND ug/L 06/09/23 11:25 98-82-80.50 0.33 1
Methylene Chloride ND ug/L 06/09/23 11:25 75-09-22.0 2.0 1
Methyl-tert-butyl ether ND ug/L 06/09/23 11:25 1634-04-40.50 0.42 1
Naphthalene ND ug/L 06/09/23 11:25 91-20-32.0 0.64 1
n-Propylbenzene ND ug/L 06/09/23 11:25 103-65-10.50 0.34 1
Styrene ND ug/L 06/09/23 11:25 100-42-50.50 0.29 1
1,1,1,2-Tetrachloroethane ND ug/L 06/09/23 11:25 630-20-60.50 0.31 1
1,1,2,2-Tetrachloroethane ND ug/L 06/09/23 11:25 79-34-50.50 0.22 1
Tetrachloroethene ND ug/L 06/09/23 11:25 127-18-40.50 0.29 1
Toluene ND ug/L 06/09/23 11:25 108-88-30.50 0.24 1
1,2,3-Trichlorobenzene ND ug/L 06/09/23 11:25 87-61-62.0 0.81 1
1,2,4-Trichlorobenzene ND ug/L 06/09/23 11:25 120-82-12.0 0.64 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 25
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Sample:SW-1 Lab ID:92670269004 Collected:06/01/23 13:02 Received:06/02/23 09:13 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-Trichloroethane ND ug/L 06/09/23 11:25 71-55-60.50 0.33 1
1,1,2-Trichloroethane ND ug/L 06/09/23 11:25 79-00-50.50 0.32 1
Trichloroethene ND ug/L 06/09/23 11:25 79-01-60.50 0.38 1
Trichlorofluoromethane ND ug/L 06/09/23 11:25 75-69-41.0 0.30 1
1,2,3-Trichloropropane ND ug/L 06/09/23 11:25 96-18-40.50 0.26 1
1,2,4-Trimethylbenzene ND ug/L 06/09/23 11:25 95-63-60.50 0.50 1
1,3,5-Trimethylbenzene ND ug/L 06/09/23 11:25 108-67-80.50 0.33 1
Vinyl chloride ND ug/L 06/09/23 11:25 75-01-41.0 0.39 1
m&p-Xylene ND ug/L 06/09/23 11:25 179601-23-11.0 0.71 1
o-Xylene ND ug/L 06/09/23 11:25 95-47-60.50 0.34 1
Surrogates
1,2-Dichloroethane-d4 (S)113 %06/09/23 11:25 17060-07-070-130 1
4-Bromofluorobenzene (S)97 %06/09/23 11:25 460-00-470-130 1
Toluene-d8 (S)101 %06/09/23 11:25 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: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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:
779336
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92670269001, 92670269002, 92670269003
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4042630
Associated Lab Samples:92670269001, 92670269002, 92670269003
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 0.50 06/08/23 15:020.31
1,1,1-Trichloroethane ug/L ND 0.50 06/08/23 15:020.33
1,1,2,2-Tetrachloroethane ug/L ND 0.50 06/08/23 15:020.22
1,1,2-Trichloroethane ug/L ND 0.50 06/08/23 15:020.32
1,1-Dichloroethane ug/L ND 0.50 06/08/23 15:020.37
1,1-Dichloroethene ug/L ND 0.50 06/08/23 15:020.35
1,1-Dichloropropene ug/L ND 0.50 06/08/23 15:020.43
1,2,3-Trichlorobenzene ug/L ND 2.0 06/08/23 15:020.81
1,2,3-Trichloropropane ug/L ND 0.50 06/08/23 15:020.26
1,2,4-Trichlorobenzene ug/L ND 2.0 06/08/23 15:020.64
1,2,4-Trimethylbenzene ug/L ND 0.50 06/08/23 15:020.50
1,2-Dibromo-3-chloropropane ug/L ND 1.0 06/08/23 15:020.34
1,2-Dibromoethane (EDB)ug/L ND 0.50 06/08/23 15:020.27
1,2-Dichlorobenzene ug/L ND 0.50 06/08/23 15:020.34
1,2-Dichloroethane ug/L ND 0.50 06/08/23 15:020.32
1,2-Dichloropropane ug/L ND 0.50 06/08/23 15:020.36
1,3,5-Trimethylbenzene ug/L ND 0.50 06/08/23 15:020.33
1,3-Dichlorobenzene ug/L ND 0.50 06/08/23 15:020.34
1,3-Dichloropropane ug/L ND 0.50 06/08/23 15:020.28
1,4-Dichlorobenzene ug/L ND 0.50 06/08/23 15:020.33
2,2-Dichloropropane ug/L ND 0.50 06/08/23 15:020.39
2-Chlorotoluene ug/L ND 0.50 06/08/23 15:020.32
4-Chlorotoluene ug/L ND 0.50 06/08/23 15:020.32
Benzene ug/L ND 0.50 06/08/23 15:020.34
Bromobenzene ug/L ND 0.50 06/08/23 15:020.29
Bromochloromethane ug/L ND 0.50 06/08/23 15:020.47
Bromodichloromethane ug/L ND 0.50 06/08/23 15:020.31
Bromoform ug/L ND 0.50 06/08/23 15:020.34
Bromomethane ug/L ND 5.0 06/08/23 15:021.7
Carbon tetrachloride ug/L ND 0.50 06/08/23 15:020.33
Chlorobenzene ug/L ND 0.50 06/08/23 15:020.28
Chloroethane ug/L ND 1.0 06/08/23 15:020.65
Chloroform ug/L ND 0.50 06/08/23 15:020.43
Chloromethane ug/L ND 1.0 06/08/23 15:020.54
cis-1,2-Dichloroethene ug/L ND 0.50 06/08/23 15:020.38
cis-1,3-Dichloropropene ug/L ND 0.50 06/08/23 15:020.36
Dibromochloromethane ug/L ND 0.50 06/08/23 15:020.36
Dibromomethane ug/L ND 0.50 06/08/23 15:020.39
Dichlorodifluoromethane ug/L ND 0.50 IH06/08/23 15:020.35
Diisopropyl ether ug/L ND 0.50 06/08/23 15:020.31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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:4042630
Associated Lab Samples:92670269001, 92670269002, 92670269003
Matrix:Water
AnalyzedMDL
Ethylbenzene ug/L ND 0.50 06/08/23 15:020.30
Hexachloro-1,3-butadiene ug/L ND 2.0 06/08/23 15:021.5
Isopropylbenzene (Cumene)ug/L ND 0.50 06/08/23 15:020.33
m&p-Xylene ug/L ND 1.0 06/08/23 15:020.71
Methyl-tert-butyl ether ug/L ND 0.50 06/08/23 15:020.42
Methylene Chloride ug/L ND 2.0 06/08/23 15:022.0
n-Butylbenzene ug/L ND 0.50 06/08/23 15:020.49
n-Propylbenzene ug/L ND 0.50 06/08/23 15:020.34
Naphthalene ug/L ND 2.0 06/08/23 15:020.64
o-Xylene ug/L ND 0.50 06/08/23 15:020.34
sec-Butylbenzene ug/L ND 0.50 06/08/23 15:020.40
Styrene ug/L ND 0.50 06/08/23 15:020.29
tert-Butylbenzene ug/L ND 0.50 06/08/23 15:020.32
Tetrachloroethene ug/L ND 0.50 06/08/23 15:020.29
Toluene ug/L ND 0.50 06/08/23 15:020.24
trans-1,2-Dichloroethene ug/L ND 0.50 06/08/23 15:020.40
trans-1,3-Dichloropropene ug/L ND 0.50 06/08/23 15:020.36
Trichloroethene ug/L ND 0.50 06/08/23 15:020.38
Trichlorofluoromethane ug/L ND 1.0 06/08/23 15:020.30
Vinyl chloride ug/L ND 1.0 06/08/23 15:020.39
1,2-Dichloroethane-d4 (S)%109 70-130 06/08/23 15:02
4-Bromofluorobenzene (S)%99 70-130 06/08/23 15:02
Toluene-d8 (S)%99 70-130 06/08/23 15:02
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4042631LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 17.020 85 60-140
1,1,1-Trichloroethane ug/L 17.720 89 60-140
1,1,2,2-Tetrachloroethane ug/L 17.620 88 60-140
1,1,2-Trichloroethane ug/L 17.820 89 60-140
1,1-Dichloroethane ug/L 18.120 90 60-140
1,1-Dichloroethene ug/L 19.220 96 60-140
1,1-Dichloropropene ug/L 19.220 96 60-140
1,2,3-Trichlorobenzene ug/L 19.320 97 60-140
1,2,3-Trichloropropane ug/L 17.720 88 60-140
1,2,4-Trichlorobenzene ug/L 18.920 94 60-140
1,2,4-Trimethylbenzene ug/L 18.820 94 60-140
1,2-Dibromo-3-chloropropane ug/L 17.020 85 60-140
1,2-Dibromoethane (EDB)ug/L 18.620 93 60-140
1,2-Dichlorobenzene ug/L 18.120 91 60-140
1,2-Dichloroethane ug/L 18.720 93 60-140
1,2-Dichloropropane ug/L 18.020 90 60-140
1,3,5-Trimethylbenzene ug/L 18.720 93 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: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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.
4042631LABORATORY CONTROL SAMPLE:
LCSSpike
1,3-Dichlorobenzene ug/L 17.820 89 60-140
1,3-Dichloropropane ug/L 17.720 88 60-140
1,4-Dichlorobenzene ug/L 17.720 88 60-140
2,2-Dichloropropane ug/L 18.220 91 60-140
2-Chlorotoluene ug/L 17.620 88 60-140
4-Chlorotoluene ug/L 18.420 92 60-140
Benzene ug/L 17.320 87 60-140
Bromobenzene ug/L 17.220 86 60-140
Bromochloromethane ug/L 17.620 88 60-140
Bromodichloromethane ug/L 16.920 84 60-140
Bromoform ug/L 15.020 75 60-140
Bromomethane ug/L 12.420 62 60-140
Carbon tetrachloride ug/L 17.020 85 60-140
Chlorobenzene ug/L 17.220 86 60-140
Chloroethane ug/L 17.520 88 60-140
Chloroform ug/L 17.220 86 60-140
Chloromethane ug/L 17.120 86 60-140
cis-1,2-Dichloroethene ug/L 18.520 92 60-140
cis-1,3-Dichloropropene ug/L 17.820 89 60-140
Dibromochloromethane ug/L 16.720 84 60-140
Dibromomethane ug/L 18.020 90 60-140
Dichlorodifluoromethane ug/L 23.3 IH2011760-140
Diisopropyl ether ug/L 18.320 91 60-140
Ethylbenzene ug/L 16.920 84 60-140
Hexachloro-1,3-butadiene ug/L 18.420 92 60-140
Isopropylbenzene (Cumene)ug/L 17.820 89 60-140
m&p-Xylene ug/L 34.840 87 60-140
Methyl-tert-butyl ether ug/L 17.920 89 60-140
Methylene Chloride ug/L 17.420 87 60-140
n-Butylbenzene ug/L 19.520 98 60-140
n-Propylbenzene ug/L 17.720 89 60-140
Naphthalene ug/L 20.820 104 60-140
o-Xylene ug/L 17.720 88 60-140
sec-Butylbenzene ug/L 18.420 92 60-140
Styrene ug/L 18.520 92 60-140
tert-Butylbenzene ug/L 14.820 74 60-140
Tetrachloroethene ug/L 16.020 80 60-140
Toluene ug/L 16.420 82 60-140
trans-1,2-Dichloroethene ug/L 19.020 95 60-140
trans-1,3-Dichloropropene ug/L 17.420 87 60-140
Trichloroethene ug/L 17.420 87 60-140
Trichlorofluoromethane ug/L 17.820 89 60-140
Vinyl chloride ug/L 16.020 80 60-140
1,2-Dichloroethane-d4 (S)%105 70-130
4-Bromofluorobenzene (S)%100 70-130
Toluene-d8 (S)%99 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: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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.
4042632MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92670482001
4042633
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 131 60-140131 0 3020ND26.2 26.2
1,1,1-Trichloroethane ug/L M12014760-140145 1 3020ND29.4 28.9
1,1,2,2-Tetrachloroethane ug/L 20 133 60-140135 1 3020ND26.6 26.9
1,1,2-Trichloroethane ug/L 20 132 60-140131 0 3020ND26.3 26.2
1,1-Dichloroethane ug/L M12014860-140146 1 3020ND29.6 29.2
1,1-Dichloroethene ug/L M12016460-140160 2 3020ND32.8 32.0
1,1-Dichloropropene ug/L M12015760-140156 1 3020ND31.4 31.3
1,2,3-Trichlorobenzene ug/L 20 118 60-140123 4 3020ND23.5 24.5
1,2,3-Trichloropropane ug/L 20 131 60-140128 2 3020ND26.2 25.6
1,2,4-Trichlorobenzene ug/L 20 117 60-140121 4 3020ND23.3 24.2
1,2,4-Trimethylbenzene ug/L 20 136 60-140139 2 3020ND27.1 27.8
1,2-Dibromo-3-
chloropropane ug/L 20 118 60-140123 4 3020ND23.7 24.6
1,2-Dibromoethane (EDB)ug/L 20 137 60-140138 1 3020ND27.3 27.7
1,2-Dichlorobenzene ug/L 20 126 60-140132 4 3020ND25.2 26.3
1,2-Dichloroethane ug/L M12014760-140145 1 3020ND29.4 28.9
1,2-Dichloropropane ug/L M12014460-140142 1 3020ND28.8 28.4
1,3,5-Trimethylbenzene ug/L 20 133 60-140136 3 3020ND26.5 27.2
1,3-Dichlorobenzene ug/L 20 127 60-140128 1 3020ND25.3 25.5
1,3-Dichloropropane ug/L 20 135 60-140134 0 3020ND26.9 26.8
1,4-Dichlorobenzene ug/L 20 122 60-140124 2 3020ND24.3 24.9
2,2-Dichloropropane ug/L 20 136 60-140134 1 3020ND27.2 26.9
2-Chlorotoluene ug/L 20 131 60-140134 2 3020ND26.3 26.9
4-Chlorotoluene ug/L 20 133 60-140136 2 3020ND26.7 27.1
Benzene ug/L 20 137 60-140137 0 3020ND27.3 27.3
Bromobenzene ug/L 20 124 60-140126 2 3020ND24.9 25.3
Bromochloromethane ug/L 20 133 60-140133 0 3020ND26.6 26.6
Bromodichloromethane ug/L 20 132 60-140130 2 3020ND26.4 26.0
Bromoform ug/L 20 112 60-140111 1 3020ND22.3 22.1
Bromomethane ug/L 20 117 60-140119 1 3020ND23.5 23.8
Carbon tetrachloride ug/L 20 138 60-140139 1 3020ND27.6 27.7
Chlorobenzene ug/L 20 128 60-140130 1 3020ND25.7 26.0
Chloroethane ug/L M12014560-140146 0 3020ND29.1 29.1
Chloroform ug/L 20 140 60-140137 2 3020ND28.0 27.4
Chloromethane ug/L 20 131 60-140138 5 3020ND26.2 27.6
cis-1,2-Dichloroethene ug/L M12014960-140148 1 3020ND29.8 29.5
cis-1,3-Dichloropropene ug/L 20 131 60-140129 2 3020ND26.2 25.8
Dibromochloromethane ug/L 20 132 60-140131 0 3020ND26.3 26.2
Dibromomethane ug/L 20 131 60-140130 1 3020ND26.1 25.9
Dichlorodifluoromethane ug/L IH,M12019660-140194 1 3020ND39.2 38.9
Diisopropyl ether ug/L M12014860-140146 1 3020ND29.5 29.2
Ethylbenzene ug/L 20 132 60-140132 0 3020ND26.5 26.5
Hexachloro-1,3-butadiene ug/L 20 122 60-140120 2 3020ND24.5 24.0
Isopropylbenzene(Cumene)ug/L 20 136 60-140136 1 3020ND27.1 27.3
m&p-Xylene ug/L 40 134 60-140133 1 3040ND53.6 53.1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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.
4042632MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92670482001
4042633
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Methyl-tert-butyl ether ug/L 20 136 60-140134 1 3020ND27.3 26.9
Methylene Chloride ug/L 20 140 60-140140 1 3020ND28.1 27.9
n-Butylbenzene ug/L 20 138 60-140137 1 3020ND27.6 27.4
n-Propylbenzene ug/L 20 131 60-140133 2 3020ND26.2 26.7
Naphthalene ug/L 20 128 60-140139 9 3020ND25.5 27.8
o-Xylene ug/L 20 130 60-140133 2 3020ND26.1 26.6
sec-Butylbenzene ug/L 20 134 60-140136 2 3020ND26.7 27.1
Styrene ug/L 20 139 60-140138 1 3020ND27.8 27.6
tert-Butylbenzene ug/L 20 108 60-140111 2 3020ND21.7 22.2
Tetrachloroethene ug/L 20 123 60-140122 1 3020ND24.6 24.4
Toluene ug/L 20 128 60-140128 0 3020ND25.7 25.6
trans-1,2-Dichloroethene ug/L M12015460-140152 1 3020ND30.8 30.5
trans-1,3-Dichloropropene ug/L 20 132 60-140130 2 3020ND26.5 26.0
Trichloroethene ug/L 20 130 60-140131 0 3020ND26.0 26.2
Trichlorofluoromethane ug/L M12015260-140150 1 3020ND30.4 29.9
Vinyl chloride ug/L 20 132 60-140134 1 3020ND26.5 26.7
1,2-Dichloroethane-d4 (S)%113 70-130111
4-Bromofluorobenzene (S)%102 70-130102
Toluene-d8 (S)%99 70-13098
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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:
779435
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92670269004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4043381
Associated Lab Samples:92670269004
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 0.50 06/09/23 07:490.31
1,1,1-Trichloroethane ug/L ND 0.50 06/09/23 07:490.33
1,1,2,2-Tetrachloroethane ug/L ND 0.50 06/09/23 07:490.22
1,1,2-Trichloroethane ug/L ND 0.50 06/09/23 07:490.32
1,1-Dichloroethane ug/L ND 0.50 06/09/23 07:490.37
1,1-Dichloroethene ug/L ND 0.50 06/09/23 07:490.35
1,1-Dichloropropene ug/L ND 0.50 06/09/23 07:490.43
1,2,3-Trichlorobenzene ug/L ND 2.0 06/09/23 07:490.81
1,2,3-Trichloropropane ug/L ND 0.50 06/09/23 07:490.26
1,2,4-Trichlorobenzene ug/L ND 2.0 06/09/23 07:490.64
1,2,4-Trimethylbenzene ug/L ND 0.50 06/09/23 07:490.50
1,2-Dibromo-3-chloropropane ug/L ND 1.0 06/09/23 07:490.34
1,2-Dibromoethane (EDB)ug/L ND 0.50 06/09/23 07:490.27
1,2-Dichlorobenzene ug/L ND 0.50 06/09/23 07:490.34
1,2-Dichloroethane ug/L ND 0.50 06/09/23 07:490.32
1,2-Dichloropropane ug/L ND 0.50 06/09/23 07:490.36
1,3,5-Trimethylbenzene ug/L ND 0.50 06/09/23 07:490.33
1,3-Dichlorobenzene ug/L ND 0.50 06/09/23 07:490.34
1,3-Dichloropropane ug/L ND 0.50 06/09/23 07:490.28
1,4-Dichlorobenzene ug/L ND 0.50 06/09/23 07:490.33
2,2-Dichloropropane ug/L ND 0.50 06/09/23 07:490.39
2-Chlorotoluene ug/L ND 0.50 06/09/23 07:490.32
4-Chlorotoluene ug/L ND 0.50 06/09/23 07:490.32
Benzene ug/L ND 0.50 06/09/23 07:490.34
Bromobenzene ug/L ND 0.50 06/09/23 07:490.29
Bromochloromethane ug/L ND 0.50 06/09/23 07:490.47
Bromodichloromethane ug/L ND 0.50 06/09/23 07:490.31
Bromoform ug/L ND 0.50 06/09/23 07:490.34
Bromomethane ug/L ND 5.0 06/09/23 07:491.7
Carbon tetrachloride ug/L ND 0.50 06/09/23 07:490.33
Chlorobenzene ug/L ND 0.50 06/09/23 07:490.28
Chloroethane ug/L ND 1.0 06/09/23 07:490.65
Chloroform ug/L ND 0.50 06/09/23 07:490.43
Chloromethane ug/L ND 1.0 06/09/23 07:490.54
cis-1,2-Dichloroethene ug/L ND 0.50 06/09/23 07:490.38
cis-1,3-Dichloropropene ug/L ND 0.50 06/09/23 07:490.36
Dibromochloromethane ug/L ND 0.50 06/09/23 07:490.36
Dibromomethane ug/L ND 0.50 06/09/23 07:490.39
Dichlorodifluoromethane ug/L ND 0.50 IH06/09/23 07:490.35
Diisopropyl ether ug/L ND 0.50 06/09/23 07:490.31
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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:4043381
Associated Lab Samples:92670269004
Matrix:Water
AnalyzedMDL
Ethylbenzene ug/L ND 0.50 06/09/23 07:490.30
Hexachloro-1,3-butadiene ug/L ND 2.0 06/09/23 07:491.5
Isopropylbenzene (Cumene)ug/L ND 0.50 06/09/23 07:490.33
m&p-Xylene ug/L ND 1.0 06/09/23 07:490.71
Methyl-tert-butyl ether ug/L ND 0.50 06/09/23 07:490.42
Methylene Chloride ug/L ND 2.0 06/09/23 07:492.0
n-Butylbenzene ug/L ND 0.50 06/09/23 07:490.49
n-Propylbenzene ug/L ND 0.50 06/09/23 07:490.34
Naphthalene ug/L ND 2.0 06/09/23 07:490.64
o-Xylene ug/L ND 0.50 06/09/23 07:490.34
sec-Butylbenzene ug/L ND 0.50 06/09/23 07:490.40
Styrene ug/L ND 0.50 06/09/23 07:490.29
tert-Butylbenzene ug/L ND 0.50 06/09/23 07:490.32
Tetrachloroethene ug/L ND 0.50 06/09/23 07:490.29
Toluene ug/L ND 0.50 06/09/23 07:490.24
trans-1,2-Dichloroethene ug/L ND 0.50 06/09/23 07:490.40
trans-1,3-Dichloropropene ug/L ND 0.50 06/09/23 07:490.36
Trichloroethene ug/L ND 0.50 06/09/23 07:490.38
Trichlorofluoromethane ug/L ND 1.0 06/09/23 07:490.30
Vinyl chloride ug/L ND 1.0 06/09/23 07:490.39
1,2-Dichloroethane-d4 (S)%113 70-130 06/09/23 07:49
4-Bromofluorobenzene (S)%99 70-130 06/09/23 07:49
Toluene-d8 (S)%102 70-130 06/09/23 07:49
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4043382LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 17.520 87 60-140
1,1,1-Trichloroethane ug/L 18.720 94 60-140
1,1,2,2-Tetrachloroethane ug/L 18.020 90 60-140
1,1,2-Trichloroethane ug/L 18.420 92 60-140
1,1-Dichloroethane ug/L 19.420 97 60-140
1,1-Dichloroethene ug/L 21.020 105 60-140
1,1-Dichloropropene ug/L 20.220 101 60-140
1,2,3-Trichlorobenzene ug/L 16.820 84 60-140
1,2,3-Trichloropropane ug/L 18.220 91 60-140
1,2,4-Trichlorobenzene ug/L 16.620 83 60-140
1,2,4-Trimethylbenzene ug/L 18.620 93 60-140
1,2-Dibromo-3-chloropropane ug/L 16.520 82 60-140
1,2-Dibromoethane (EDB)ug/L 18.320 91 60-140
1,2-Dichlorobenzene ug/L 17.920 89 60-140
1,2-Dichloroethane ug/L 19.920 99 60-140
1,2-Dichloropropane ug/L 19.420 97 60-140
1,3,5-Trimethylbenzene ug/L 18.220 91 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: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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.
4043382LABORATORY CONTROL SAMPLE:
LCSSpike
1,3-Dichlorobenzene ug/L 17.320 86 60-140
1,3-Dichloropropane ug/L 18.020 90 60-140
1,4-Dichlorobenzene ug/L 17.120 85 60-140
2,2-Dichloropropane ug/L 16.220 81 60-140
2-Chlorotoluene ug/L 17.620 88 60-140
4-Chlorotoluene ug/L 18.420 92 60-140
Benzene ug/L 18.420 92 60-140
Bromobenzene ug/L 17.120 86 60-140
Bromochloromethane ug/L 17.620 88 60-140
Bromodichloromethane ug/L 17.620 88 60-140
Bromoform ug/L 15.720 78 60-140
Bromomethane ug/L 17.220 86 60-140
Carbon tetrachloride ug/L 17.920 89 60-140
Chlorobenzene ug/L 17.620 88 60-140
Chloroethane ug/L 19.720 98 60-140
Chloroform ug/L 18.020 90 60-140
Chloromethane ug/L 20.420 102 60-140
cis-1,2-Dichloroethene ug/L 19.620 98 60-140
cis-1,3-Dichloropropene ug/L 18.020 90 60-140
Dibromochloromethane ug/L 17.620 88 60-140
Dibromomethane ug/L 18.220 91 60-140
Dichlorodifluoromethane ug/L 25.5 IH2012860-140
Diisopropyl ether ug/L 19.720 99 60-140
Ethylbenzene ug/L 17.620 88 60-140
Hexachloro-1,3-butadiene ug/L 15.520 77 60-140
Isopropylbenzene (Cumene)ug/L 18.020 90 60-140
m&p-Xylene ug/L 35.740 89 60-140
Methyl-tert-butyl ether ug/L 18.620 93 60-140
Methylene Chloride ug/L 19.720 98 60-140
n-Butylbenzene ug/L 17.620 88 60-140
n-Propylbenzene ug/L 17.620 88 60-140
Naphthalene ug/L 18.820 94 60-140
o-Xylene ug/L 17.720 88 60-140
sec-Butylbenzene ug/L 17.720 88 60-140
Styrene ug/L 18.820 94 60-140
tert-Butylbenzene ug/L 14.520 73 60-140
Tetrachloroethene ug/L 16.020 80 60-140
Toluene ug/L 17.420 87 60-140
trans-1,2-Dichloroethene ug/L 20.220 101 60-140
trans-1,3-Dichloropropene ug/L 17.820 89 60-140
Trichloroethene ug/L 17.620 88 60-140
Trichlorofluoromethane ug/L 19.120 95 60-140
Vinyl chloride ug/L 18.020 90 60-140
1,2-Dichloroethane-d4 (S)%109 70-130
4-Bromofluorobenzene (S)%102 70-130
Toluene-d8 (S)%100 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: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 19 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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.
4043383MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92670246024
4043384
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,1,1,2-Tetrachloroethane ug/L 20 119 60-140114 4 3020ND23.8 22.9
1,1,1-Trichloroethane ug/L 20 131 60-140127 3 3020ND26.2 25.3
1,1,2,2-Tetrachloroethane ug/L 20 118 60-140114 4 3020ND23.7 22.8
1,1,2-Trichloroethane ug/L 20 118 60-140113 4 3020ND23.7 22.7
1,1-Dichloroethane ug/L 20 132 60-140126 4 3020ND26.4 25.3
1,1-Dichloroethene ug/L M12014660-140141 3 3020ND29.2 28.3
1,1-Dichloropropene ug/L M12014460-140142 2 3020ND28.8 28.3
1,2,3-Trichlorobenzene ug/L 20 108 60-140117 8 3020ND21.6 23.5
1,2,3-Trichloropropane ug/L 20 112 60-140113 1 3020ND22.4 22.6
1,2,4-Trichlorobenzene ug/L 20 107 60-140115 7 3020ND21.5 23.0
1,2,4-Trimethylbenzene ug/L 20 123 60-140126 2 3020ND24.7 25.2
1,2-Dibromo-3-
chloropropane ug/L 20 104 60-140109 4 3020ND20.9 21.7
1,2-Dibromoethane (EDB)ug/L 20 122 60-140118 4 3020ND24.4 23.6
1,2-Dichlorobenzene ug/L 20 115 60-140115 0 3020ND23.0 23.0
1,2-Dichloroethane ug/L 20 132 60-140124 6 3020ND26.4 24.9
1,2-Dichloropropane ug/L 20 127 60-140123 3 3020ND25.4 24.6
1,3,5-Trimethylbenzene ug/L 20 122 60-140123 1 3020ND24.4 24.6
1,3-Dichlorobenzene ug/L 20 114 60-140117 2 3020ND22.9 23.4
1,3-Dichloropropane ug/L 20 120 60-140116 3 3020ND23.9 23.2
1,4-Dichlorobenzene ug/L 20 111 60-140113 2 3020ND22.2 22.6
2,2-Dichloropropane ug/L 20 134 60-140130 2 3020ND26.7 26.1
2-Chlorotoluene ug/L 20 118 60-140121 2 3020ND23.7 24.1
4-Chlorotoluene ug/L 20 122 60-140124 1 3020ND24.4 24.8
Benzene ug/L 20 123 60-140121 2 3020ND24.6 24.2
Bromobenzene ug/L 20 111 60-140111 0 3020ND22.3 22.2
Bromochloromethane ug/L 20 119 60-140113 5 3020ND23.8 22.6
Bromodichloromethane ug/L 20 117 60-140114 3 3020ND23.5 22.9
Bromoform ug/L 20 102 60-14099 3 3020ND20.4 19.7
Bromomethane ug/L 20 99 60-140102 2 3020ND19.9 20.3
Carbon tetrachloride ug/L 20 125 60-140125 0 3020ND25.0 25.0
Chlorobenzene ug/L 20 118 60-140117 1 3020ND23.7 23.5
Chloroethane ug/L 20 128 60-140122 5 3020ND25.5 24.4
Chloroform ug/L 20 126 60-140119 6 3020ND25.1 23.8
Chloromethane ug/L 20 123 60-140120 2 3020ND24.6 24.1
cis-1,2-Dichloroethene ug/L 20 130 60-140126 3 3020ND26.1 25.2
cis-1,3-Dichloropropene ug/L 20 119 60-140118 1 3020ND23.8 23.6
Dibromochloromethane ug/L 20 119 60-140113 5 3020ND23.8 22.7
Dibromomethane ug/L 20 116 60-140113 2 3020ND23.1 22.7
Dichlorodifluoromethane ug/L IH,M12016260-140157 3 3020ND32.3 31.3
Diisopropyl ether ug/L 20 133 60-140127 4 3020ND26.6 25.5
Ethylbenzene ug/L 20 122 60-140120 2 3020ND24.4 23.9
Hexachloro-1,3-butadiene ug/L 20 115 60-140120 4 3020ND23.0 23.9
Isopropylbenzene(Cumene)ug/L 20 126 60-140123 2 3020ND25.2 24.6
m&p-Xylene ug/L 40 124 60-140122 2 3040ND49.7 48.7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 20 of 25
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92670269
Rimtrax Corporation
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.
4043383MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92670246024
4043384
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Methyl-tert-butyl ether ug/L 20 120 60-140115 5 3020ND24.1 23.0
Methylene Chloride ug/L 20 129 60-140124 4 3020ND25.9 24.8
n-Butylbenzene ug/L 20 124 60-140129 4 3020ND24.7 25.7
n-Propylbenzene ug/L 20 122 60-140123 1 3020ND24.3 24.5
Naphthalene ug/L 20 112 60-140122 8 3020ND22.3 24.3
o-Xylene ug/L 20 121 60-140119 2 3020ND24.3 23.8
sec-Butylbenzene ug/L 20 121 60-140123 2 3020ND24.2 24.6
Styrene ug/L 20 127 60-140124 2 3020ND25.3 24.8
tert-Butylbenzene ug/L 20 98 60-140100 1 3020ND19.7 19.9
Tetrachloroethene ug/L 20 115 60-140115 0 3020ND23.0 23.1
Toluene ug/L 20 119 60-140116 2 3020ND23.7 23.3
trans-1,2-Dichloroethene ug/L 20 139 60-140135 3 3020ND27.9 27.1
trans-1,3-Dichloropropene ug/L 20 121 60-140119 2 3020ND24.1 23.7
Trichloroethene ug/L 20 117 60-140118 1 3020ND23.5 23.7
Trichlorofluoromethane ug/L 20 134 60-140131 2 3020ND26.8 26.2
Vinyl chloride ug/L 20 120 60-140118 2 3020ND23.9 23.5
1,2-Dichloroethane-d4 (S)%111 70-130109
4-Bromofluorobenzene (S)%104 70-130102
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: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 25
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92670269
Rimtrax Corporation
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
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: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 22 of 25
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92670269
Rimtrax Corporation
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92670269001 779336MW-5R SM 6200B
92670269002 779336MW-2R SM 6200B
92670269003 779336Field Duplicate SM 6200B
92670269004 779435SW-1 SM 6200B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 06/09/2023 03:05 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 23 of 25
Page 24 of 25
Page 25 of 25

ESP Corporate Office
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