MO-7072_27765_CA_CAPR_20240108

Corrective Action Performance Report
Schneider National Carriers
Incident No. 27765
Charlotte, Mecklenburg County, North Carolina
S&ME Project No. 4335-17-113
PREPARED FOR:
Schneider National, Inc.
P.O. Box 2545
Green Bay, Wisconsin 54306
PREPARED BY:
S&ME, Inc.
2016 Ayrsley Town Boulevard, Suite 2-A
Charlotte, NC 28273
January 8, 2024

S&ME, Inc. | 2016 Ayrsley Town Boulevard, Suite 2-A | Charlotte, NC 28273 | p 704.523.4726 | www.smeinc.com

January 8, 2024
Schneider National, Inc.
P.O. Box 2545
Green Bay, Wisconsin 54306
Attention: Mr. Derek Townsend, Environmental Administrator – Facilities Department
Reference: Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
Dear Mr. Townsend:
The Corrective Action Performance Report (CAPR) herein summarizes the remediation effort from July 2023
through December 2023 associated with the operation and maintenance of the groundwater remediation system
at the Schneider National Carriers site in Charlotte, North Carolina. This CAPR was completed in general
accordance with our proposal No. 23350354 dated June 9, 2023, and as authorized by the North Carolina
Department of Environmental Quality (NCDEQ) Task Authorization No. 27765-37 signed on June 15, 2023.
The CAPR includes data collected from the groundwater sampling event conducted on October 17, 2023 and
October 18, 2023. This report describes groundwater sampling procedures, analytical results of monitoring well
sampling, and on-going site operations. If you have any questions regarding this report, or if we may be of
further assistance, please call Laura Beth Slagle at [phone].
Sincerely,
S&ME, Inc.

Laura Beth Slagle Wayne Watterson, P.E.
Staff Professional Principal Engineer / Senior Reviewer

cc: Mr. Dan Bowser, NCDEQ-Mooresville Regional Office

Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 ii
Table of Contents
1.0 Site Information ................................................................................................................ 1
Site Identification ............................................................................................................................ 1
Information about Contacts Associated with the Leaking UST System ................................. 1
Information about Release ............................................................................................................ 1
2.0 Executive Summary .......................................................................................................... 2
Potential Receptors ......................................................................................................................... 2
Groundwater Levels and Flow ..................................................................................................... 2
Free Product .................................................................................................................................... 2
Groundwater Contaminant Concentrations ............................................................................... 3
Remedial System Overview and Operations & Maintenance (O&M) .................................... 3
Water Supply Well Contaminant Concentrations ..................................................................... 3
3.0 Site History and Characterization ................................................................................. 4
UST Owner and Operator Information ....................................................................................... 4
UST Information ............................................................................................................................. 4
Non-UST Information .................................................................................................................... 4
Description of Release .................................................................................................................... 4
Site Characteristics ......................................................................................................................... 4
Regional and Site Geology and Hydrogeology .......................................................................... 5
3.6.1 Soil and Bedrock ................................................................................................................................ 5
3.6.2 Hydrogeology .................................................................................................................................... 5
Owners and Occupants of Adjoining/Nearby Properties and Land Use ............................... 5
Receptor and Potential Receptor Information ............................................................................ 5
4.0 Groundwater Sampling ................................................................................................... 6
Groundwater Levels and Flow ..................................................................................................... 6
Groundwater Sampling and Results ........................................................................................... 6
5.0 Remediation System Overview and Operational History ........................................ 6
Remediation System Operational Conditions ............................................................................ 9
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 iii
Total Gallons of Water Treated During the Period .................................................................... 9
Future Remediation Activities ...................................................................................................... 9
6.0 Evaluation of Assessment Information ...................................................................... 10
Current Extent and Severity of Contamination ....................................................................... 10
6.1.1 Free Product .................................................................................................................................... 10
6.1.2 Groundwater Analytical Results .................................................................................................... 10
Cleanup Levels Achieved ............................................................................................................ 10
7.0 Conclusions and Recommendations ........................................................................... 10
8.0 Statement of Qualification ............................................................................................ 12

Appendices
Appendix I – Figures
Appendix II – Tables
Appendix III – Groundwater Sampling Field Forms
Appendix IV – Laboratory Reports
Appendix V – O&M Field Reports

Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 1
1.0 Site Information
Site Identification
 Date of Report: January 8, 2023
 Facility I.D. 00-0-0000035023 UST Incident No.: 27765 UST No.: MO-7072
 Site Risk: Intermediate Site Rank: I180D Land Use Category: Commercial
 Site Name: Schneider National Carriers
 Site Address: 2420 Starita Road
 City/Town: Charlotte Zip Code: 28269 County: Mecklenburg
 Description of Geographical Data (e.g., diesel fill port): Southern diesel UST fill port
 Location Method (GPS, Topographical map, other): Google Earth
 Latitude (decimal degrees): 35.277297º N Longitude (decimal degrees): -80.826373º W
Information about Contacts Associated with the Leaking UST System
 UST Owner: Schneider National, Inc. (Derek Townsend)
Address: P.O. Box 2545, Green Bay, WI 54306 Telephone: [phone]
 UST Operator: Schneider National, Inc. (Dick Wanek)
Address: 2420 Starita Road, Charlotte, NC 28269 Telephone: [phone]
 Property Owner/Occupant: Schneider National, Inc.
Address: P.O. Box 2545, Green Bay, WI 54306 Telephone: [phone]
 Consultant/Contractor: S&ME, Inc. (Laura Beth Slagle)
Address: 2016 Ayrsley Town Boulevard Suite 2-A, Charlotte, NC 28273 Telephone: [phone]
 Analytical Laboratory: Waypoint Analytical State Certification No.: 402
Address: 449 Springbrook Road, Charlotte, NC 28217 Telephone: [phone]
Information about Release
 Date Discovered: June 14, 2004
 Estimated Quantity of Release: Unknown
 Cause of Release: Failure of product line at 20,000-gallon diesel UST
 Source of Release: Piping
 Sizes and contents of UST system(s) from which the release occurred: Two (2) 20,000-gallon diesel USTs

Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 2
2.0 Executive Summary
This Corrective Action Performance Report (CAPR) herein summarizes the remediation effort from July 2023
through December 2023 associated with the operation and maintenance of the groundwater remediation system
at the Schneider National Carriers site in Charlotte, North Carolina (Figure 1).

For the gauging and sampling events conducted on October 17 and 18, 2023, a summary of the field activities,
findings and analytical results is presented below. Figure 2 shows the site map including locations of the
monitoring wells and recovery wells gauged during October 2023.
Potential Receptors
A receptor survey was not completed during this sampling event. Based on the historical deliverables reviewed in
association with the subject incident, one inactive water supply well is located approximately 990 feet south of the
source area. Figure 3 shows the site and potential receptors within approximately 500 feet and 1,000 feet.
Groundwater Levels and Flow
On October 17 and 18, 2023, the depth to water within the wells that were measured ranged from 11.40 feet
below the top of casing in monitoring well MW-12 to 19.85 feet below the top of casing in monitoring well MW-
23. Groundwater elevation levels recorded during the October 2023 sampling event are summarized in Table 4.
A groundwater surface map, based on the October 2023 groundwater elevation data, is presented as Figure 4
showing groundwater flow generally from east to northeast toward Irwin Creek. This groundwater flow direction
is consistent with historical data.
Free Product
Free product (FP) was measured on October 17 and October 18, 2023, in monitoring wells MW-2/RW-11, MW-
4/RW-10, MW-9, MW-13, MW-23, and recovery wells RW-5, RW-6, and RW-9 at thicknesses ranging from 0.01
feet (MW-9) to 0.87 feet (MW-23). For comparison, FP was observed in monitoring wells MW-2/RW-11, MW-
3/RW-12, MW-4/RW-10, MW-5/RW-2, MW-6/RW-1, MW-23, and recovery wells RW-8 and RW-19 at thicknesses
ranging from 0.01 feet (MW-6/RW-1) to 1.18 feet (RW-19) in March 2023. Figure 5 shows the estimated FP
thickness contours based on the FP levels measured during October 2023.
Based on the liquid level gauging event conducted on October 17 and 18, 2023, the extent of groundwater
contamination as defined by portions of the site with FP has decreased since the last sampling event in March
2023, with an approximate area of 3,150 square feet (ft2) in October 2023, compared to 13,852 ft2 in March 2023.
Figure 6 shows the estimated extents of FP since September 2021 through October 2023. As shown in Figure 6,
the estimated extents of FP at the site are widely variable for each sampling event. The distribution of wells at the
site and their accessibility are factors in the estimated extent of FP. FP may be present at other locations where
wells are not located, or wells could not be accessed.
From March 2023 to October 2023, the estimated FP mass in the groundwater, as defined by measurements
collected on October 17 and 18, 2023, decreased from approximately 4,000 gallons (approximately 29,500
pounds) in March 2023 to approximately 900 gallons (approximately 6,600 pounds) in October 2023.
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 3
Groundwater Contaminant Concentrations
No groundwater samples collected during the October 2023 sampling event exceeded the applicable site cleanup
goals: 10 times the 15A NCAC 2B surface water quality standards (2B Standard). No samples had detections
exceeding the applicable Gross Contamination Levels (GCLs). Groundwater samples were not collected from
monitoring wells where FP was measured. Groundwater contaminant concentrations are depicted on Figure 7.
Remedial System Overview and Operations & Maintenance (O&M)
The active groundwater treatment system receives petroleum-impacted groundwater that is extracted from the
former sediment basin sump that is located adjacent to Irwin Creek and selected recovery wells. The extracted
groundwater is routed to an equalization tank with an initial FP skimmer, an oil/water separator (OWS), a transfer
pump, three particulate filters, and two carbon filters. The recovered product is transferred by gravity from the
equalization tank and OWS to a 240-gallon storage tank. The recovered product is removed from the storage
tank on an “as needed” basis. The treated water is discharged to Irwin Creek under a National Pollutant Discharge
Elimination System (NPDES) General Permit No. NCG510000.
S&ME collected two NPDES discharge samples on September 7, 2023, and December 18, 2023. The samples were
submitted to WayPoint Analytical Laboratory (WayPoint) for the analysis of Oil & Grease by EPA Method 1664B,
Total Suspended Solids by Standard Method 2540D, and naphthalene by EPA Method 8270D. Total Suspended
Solids (TSS) was reported in the effluent sample collected on September 7, 2023 at 7.4 milligrams per liter (mg/L).
Oil & Grease was not reported at a level exceeding the laboratory reporting limit. TSS was detected in the effluent
sample collected on December 18, 2023 at 5.1 mg/L. Oil & Grease was not reported at a level exceeding the
laboratory reporting limit. No detections above the effluent discharge limits per the NPDES discharge permit
were reported in the effluent samples.
During this report period, S&ME conducted 12 system maintenance visits between June 20, 2023 and November
20, 2023.
Water Supply Well Contaminant Concentrations
No water supply wells were sampled during this sampling period.
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 4
3.0 Site History and Characterization
The location of the UST site is depicted on Figure 1, Appendix I. The location of the USTs and site structures are
depicted on Figure 2.
UST Owner and Operator Information
The owner/operator of these tanks is Schneider National, Inc. Information regarding the former UST systems at
the site is summarized in Table 1, Appendix II.
UST Information
The UST system at the site includes two 20,000-gallon diesel USTs. The USTs are currently in operation.
Information regarding these USTs is summarized in Table 1.
Non-UST Information
ASTs are not currently located on the subject property.
Description of Release
 Date discovered: June 14, 2004

 Cause and Source (including tank identification number and contents): Failure of product line at one of
the 20,000-gallon diesel USTs.
Site Characteristics
 Land Use of Site: The site is currently utilized as a trucking terminal.

 Land Use of Surrounding Area: The land use of the surrounding area is predominantly commercial.

 Topography: The site is approximately 700 to 750 feet above the Nation Geodetic Vertical Datum of 1929.
Based upon the topographic map reviewed, the area of the subject property slopes predominantly to the
east. A topographic map of the subject property and surrounding areas is included in Figure 1.

 Vegetation/Surface Cover: The site is predominantly covered by asphalt in addition to the site structures.

 Surface Water: Irwin Creek is located approximately 370 feet east-southeast of the source area.

 Wells: One inactive water supply well is located approximately 900 feet to the south.

 Buildings: According to the Mecklenburg County GIS website, the site contains one approximately 22,700
ft2 structure and one approximately 30,200 ft2 structure.
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 5
 Depth to and Nature of Bedrock: The site is located in the Charlotte Belt of the Piedmont Physiographic
province. The area is underlain by granodiorite and related granitoids, which are gray, medium grained,
massive to weakly foliated rocks. They are composed mostly of plagioclase and quartz with lesser
amounts of potassium feldspar and biotite, with or without minor amounts of horneblende.
Regional and Site Geology and Hydrogeology
3.6.1 Soil and Bedrock
Soils underlying the site primarily consist of the Cecil sandy clay loam (CeB2), which has two to eight percent
slopes and is moderately eroded; the Enon sandy loam (EnB), which has two to eight percent slopes, and the
Pacolet sandy loam (PaE), which has 15 to 25 percent slopes. The site is located in the Charlotte Belt of the
Piedmont Physiographic province. The area is underlain by granodiorite and related granitoids, which are gray,
medium grained, massive to weakly foliated rocks. They are composed mostly of plagioclase and quartz with
lesser amounts of potassium feldspar and biotite, with or without minor amounts of horneblende.
3.6.2 Hydrogeology
The depth to groundwater was measured at each monitoring well prior to sampling activities. Based on the depth
to groundwater data collected on October 17 and 18, 2023 and well top of casing elevations, the direction of
groundwater flow appears to be generally to the east to northeast, which is consistent with the groundwater flow
direction determined by previous monitoring events.
Owners and Occupants of Adjoining/Nearby Properties and Land Use
Details regarding the adjacent properties are summarized in Table 2. The land use of the surrounding area is
predominantly commercial.
Receptor and Potential Receptor Information
One inactive water supply well was located within 1,000 feet from the source area during a previous receptor
survey. The location of the identified inactive water supply well is shown on Figure 3 and information on the water
supply well located at 3401 Rotary Drive in Charlotte is summarized in Table 3. Additionally, Irwin Creek is located
approximately 370 feet east-southeast of the source area.

Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 6
4.0 Groundwater Sampling
Groundwater Levels and Flow
S&ME mobilized to the site on October 17 and 18, 2023 and collected liquid level data from monitoring wells
MW-1A, MW-2/RW-11, MW-3/RW-12, MW-4/RW-10, MW-6/RW-1, MW-7, MW-8/RW-18, MW-9, MW-10, MW-
11, MW-12, MW-13, MW-14/RW-21, MW-17, MW-18, MW-19, MW-24, MW-23, and deep monitoring well DMW-
1; and recovery wells RW-5, RW-6, RW-7, RW-8, RW-9, RW-14, RW-15, RW-16, and RW-19.
Free product was observed in monitoring wells MW-2/RW-11, MW-4/RW-10, MW-9, MW-13, MW-23, and
recovery wells RW-5, RW-6, and RW-9 at thicknesses ranging from 0.01 feet (MW-9) to 0.87 feet (MW-23).
On October 17 and 18, 2023, the depth to water within the wells ranged from 11.4 feet below the top of casing in
monitoring well MW-12 to 19.8 feet below the top of casing in monitoring well MW-23. Groundwater elevation
levels recorded during the October 2023 sampling event are summarized in Table 4. Depth to groundwater
measurements obtained from the wells and the available top-of-casing elevations were used to calculate
groundwater surface elevations. A groundwater surface map, based on the October 2023 groundwater elevation
data, is presented as Figure 4. As measured on October 17 and 18, 2023, and generally consistent with previous
data collection events, groundwater flow is generally east to northeast toward Irwin Creek.
Groundwater Sampling and Results
After the gauging of the monitoring wells, monitoring wells and recovery wells MW-1A, MW-6/RW-1, MW-10,
MW-11, MW-12, MW-17, MW-18, MW-19, MW-24 and recovery well RW-15 were purged using dedicated
polyethylene disposable bailers or a submersible pump. Well gauging data was utilized to calculate well
capacities with three well volumes purged prior to sampling. The groundwater samples were submitted to
WayPoint Analytical, Inc. (WayPoint) for laboratory analyses by EPA Method 6200B and EPA Method 610. Well
construction details are provided in Table 4. The Groundwater Sampling Field Forms are included in Appendix
III.
No groundwater samples collected in October 2023 exceeded the applicable site cleanup goals of 10 times the 2B
Standard. Groundwater samples collected from monitoring wells MW-1A, MW-6/RW-1, MW-11, MW-12, MW-17,
and recovery well RW-15 exceeded the 15A NCAC 2L Standards (2L Standards). The concentrations of the
compounds detected from the October 2023 sampling event are summarized in Table 5 and Figure 7 and the
laboratory analytical report and chain-of-custody record are provided in Appendix IV. Select historical
groundwater sampling results are summarized in Table 6. The estimated extent of FP as measured on October 17
and 18, 2023 is depicted on Figure 5. The current and historical estimated extents of FP are depicted on Figure 6.
5.0 Remediation System Overview and Operational History
As noted in Section 2.5, groundwater is currently recovered and treated from the former sedimentation basin
sump and selected recovery wells. The treated groundwater is discharged into Irwin Creek in accordance with a
NPDES General Permit No. NCG510000.
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 7
The remediation system has the capability of extracting petroleum-impacted vapors, groundwater, and free
product from 23 recovery wells located throughout the vicinity of the free product plume. The media can be
extracted from the subsurface via individual piping from each recovery well to the system using a liquid ring
pump. During operation of the treatment system, an accumulation of biological mass occurs in the knockout
tank, the equalization tank, the OWS, in the particulate, and carbon filters. Testing of the biological mass indicates
that the material is made up of yeast (little to no iron bacteria) and suspended particulates. The yeast is
associated with the groundwater/diesel product mix from the recovery wells and appears to grow throughout the
treatment system at a very rapid rate. As a result, the biofilm and diesel-tainted particulates (with an apparent
specific gravity close to that of water) passes through the OWS and causes aggressive clogging and fouling of
particulate filters and granulated activated carbon (GAC) filters. Depending on the flow of liquid though the
system, the clogging and fouling of the particulate and GAC filters causes a “high level” alarm condition in the
OWS and shut down of the system every two to six days depending on if the full system is running, or if the
recovery wells or the basin sump are operating individually. Based on the conditions described, operation of the
portion of the system that recovers liquids from the 23 recovery wells was discontinued at the request of NCDEQ
in September 2016.
S&ME personnel mobilized to the site on November 12, 2018, to oversee the carbon changeout and system
cleaning by Haz-Mat Environmental (Haz-Mat). Haz-Mat removed approximately 280 gallons of solids from the
carbon vessels and approximately 460 gallons of liquids from the knockout tank, OWS, and product storage tank.
S&ME then refilled both carbon vessels with a total of six 55-pound bags of carbon. The carbon was hydrated
and allowed to “off-gas” overnight. S&ME returned to the site on November 13, 2018, to complete the hydration
of the carbon vessels and put both units back into service.
Following discussions with Schneider and implementation of a revised and more aggressive backwashing
schedule, on November 16, 2018, S&ME reactivated the groundwater extraction activities from the following 12
recovery wells: RW-1/MW-6, RW-2/MW-5, RW-3, RW-5, RW-10/MW-4, RW-14, RW-17, RW-18/MW-8, RW-19,
RW-20, RW-21/MW-14, and RW-22 – with focused effort on areas containing FP. S&ME reactivated the recovery
well extraction activities (coupled with the basin groundwater extraction activities) to accelerate
removal/extraction of FP at the site. Each recovery well was activated for two hours total each day – in one-hour
intervals every 12 hours.
On April 1, 2020, the system was cleaned and the carbon in the carbon vessels was exchanged by Haz-Mat. Haz-
Mat removed approximately 544 gallons of solids from the carbon vessels and approximately 816 gallons of
liquids from the equalization tank and OWS. Approximately 100 gallons of diesel fuel was removed from the
product storage tank. Haz-Mat then refilled both carbon vessels with a total of eleven 55-pound bags of carbon.
On November 12, 2020, during a routine operations & maintenance visit, the system was discovered to be
deactivated due to a high-level condition – suspected in the OWS system. However, after changing the bag filters
and backwashing the carbon vessels, the system could not be restarted. Enviro-Equipment, the system fabricator,
was contracted by S&ME to visit the site that same day to diagnose the problem. Enviro-Equipment personnel
suspected that the problem was with the Programable Logic Controller (PLC). Thus, the system was left
inoperable.
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 8
On December 9, 2020, S&ME was present onsite with Mr. Ron Bazzell, licensed electrician with JH Rachels
Electrical Services, to evaluate the remediation system. Mr. Bazzell determined that the high-high level (HHL)
switch on the float tree for DPE knock out tank was not operational and the HHL switch on the float tree for the
OWS was not operational. Thus, both float trees needed replacing. Following discussions between Mr. David
Loftis of S&ME and Mr. Bazzell, it was determined that the following changes should be made to the equipment
and PLC coding: change the code to allow the HHL switches to be self-satisfying, change the code to allow the
“limp mode” to take place for 30 minutes, 60 minutes, etc. and at that point if the HHL condition still exists, the air
supply will be turned off going to the pneumatic basin pumps, and install the electric solenoid that will allow
independent control of the air supply going to the pneumatic basin pumps.
On January 14, 2021, S&ME and Mr. Bazzell were on site to make the previously listed changes to the equipment
and coding, changed bag filters and backwashed both carbon vessels. The changes to the coding include the
following:
 Timers were added to both Knock Out Tank (KO), & OWS, HHL to add a delay to the alarm action.
 The timer presets are: KO Preset = 90 seconds. OWS Preset = 300 seconds.
 The HHL bits were also added to the High Level (HL) logic for each, as a redundant HL command.
 A timer was also added to the KO HL (Preset = 90 sec). If preset is reached before HL becomes False,
Stops the Liquid Ring Pump (LRP). Resets on KO, Low Level (LL) False.
 Two timers were also added to the OWS HL Timer #1 (Preset = 180 sec). If preset is reached before HL
becomes false, stops the KO Transfer Pump. Timer #2 (Preset = 180 sec). If preset is reached before HL
becomes false, stops the Air Diaphragm Pump. Timer #2 is activated when Timer #1 preset is reached.
Both Timers Reset on OWS LL False.
Following the upgrades and test run, the remediation system ran as designed and programmed. S&ME returned
the following day on January 15, 2021 and confirmed the system was running with no issues. During the
monitoring period discussed herein, S&ME has noted that system generally operates at least 1.5 weeks following a
maintenance visit before the system deactivates because of clogged bag filters. S&ME currently performs
maintenance visits every two weeks.
On January 22, 2021, the flow totalizer that measures the volume of groundwater that is treated or processed was
replaced.
On March 16, 2021, S&ME adjusted the lengths of the stinger pipes at select recovery wells that would place the
end of the stinger pipe two to three feet below the water table. This adjustment was made to reduce the amount
of water that the system has to process and reduce the potential for sediment to be routed to the pump and
treatment equipment. Below is a summary of the adjustments:
 MW-4/RW-10: Removed approximately 38 inches from the stinger pipe with the end of the pipe now at
16 feet below grade.
 RW-6: Removed approximately 9 feet from the stinger pipe with the end of the pope now at 20.6 feet
below grade.
 RW-21: Set stinger pipe to 18 feet below grade with the depth to water about 18.7 feet below the well
casing.
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 9
On June 11, 2021, during a routine operations and maintenance visit, S&ME installed a new pressure regulator
and filter on the pneumatic control panel. On July 2, 2021, S&ME found the transfer pump from the knockout
tank to the equalizer tank had “seized up”, so S&ME returned on July 7, 2021 and installed a new pump. The
system was reactivated with no issues. On August 20, 2021, S&ME discovered the transfer pump to the knockout
tank was broken again. A new pump was installed on September 21, 2021. The system was reactivated on
September 21, 2021 and appeared to function properly.
On November 22, 2022, S&ME encountered the system off and the LRP had leaked oil on the floor of the shed.
S&ME contacted Lewis Systems to request a cost estimate to repair the LRP. Lewis Systems was not able to
mobilize to the site until February 27, 2023 to replace the LRP. S&ME restarted the system on February 27, 2023
following the installation of the new LRP, and S&ME resumed system operation and maintenance activities on
March 15, 2023. After the restart, S&ME noted the system operating normally following the LRP replacement.
Remediation System Operational Conditions
During this report period, S&ME conducted 12 system maintenance visits between July 5, 2023, and November 20,
2023. On July 24, 2023, during S&ME’s maintenance visits, the system was observed off due to due to a potential
blown fuse, S&ME restarted the system. On August 3, 2023, S&ME found the system off and noted the PLC panel
had no power and could not get the system up and running. S&ME subcontracted an electrician with S&G
Remediation Services, LLC (S&G) to troubleshoot the power issue. S&G mobilized to the site on August 24, 2023
and replaced fuses on the transformer associated with the remediation system. S&ME successfully restarted the
system. S&ME encountered the system off during subsequent maintenance visits on November 7, 2023, due to
low oil in the LRP. S&ME topped off the LRP with oil and restarted the system.
The locations of the remediation wells and the remediation compound are depicted in Figure 2. The field reports
are included in Appendix V.
Total Gallons of Water Treated During the Period
Based on measurements from the totalizing flow meter after treatment, the subject remediation system treated
approximately 59,399 gallons of water from June 20, 2023 and November 20, 2023.
Future Remediation Activities
S&ME will continue operation of the remediation system. Site maintenance visits will generally be performed on
two occasions every month. The next groundwater sampling event is tentatively scheduled for March 2024. The
next CAPR will be submitted in June 2024.
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 10
6.0 Evaluation of Assessment Information
Current Extent and Severity of Contamination
6.1.1 Free Product
During the monitoring period, FP was observed in monitoring wells MW-2/RW-11, MW-4/RW-10, MW-9, MW-13,
MW-23, and recovery wells RW-5, RW-6, and RW-9 at thicknesses ranging from 0.01 feet (MW-9) to 0.87 feet
(MW-23). The current and historic FP thicknesses are provided in Table 4. The estimated extent of FP is shown on
Figure 5.
6.1.2 Groundwater Analytical Results
No compounds were detected in the groundwater samples at concentrations exceeding their respective 2B
Standards. Five compounds were detected in the groundwater samples collected at concentrations greater than
their respective 2L Standards. The concentrations of the compounds detected during the October 2023 sampling
event are summarized in Table 5 and Figure 7. The laboratory analytical report and chain-of-custody record for
the March 2023 sampling event are provided in Appendix IV. Historical groundwater sampling results are
summarized in Table 6.
Cleanup Levels Achieved
 Soil (soil-to-groundwater maximum soil contaminant concentrations) Unknown
 Groundwater (10 times the 2B Standards) Yes
 Free Product (0.01’) No
7.0 Conclusions and Recommendations
Based on the aforementioned field activities and findings summarized above, S&ME provides the following
conclusions:
 The approximate extent of FP has decreased ~78% since the March 2023 gauging event. It should be
noted that the calculated extent of FP is based on the locations of monitoring and recovery wells, and the
number of wells where measurements could be collected. Historical data suggests wide fluctuations in FP
(see Figure 6).
 No compounds were detected in the groundwater samples at concentrations exceeding 10 times their
respective 2B Standards.
 Five compounds were detected in the groundwater samples collected at concentrations greater than their
respective 2L Standards.
 From March 2023 to October 2023, the estimated FP mass in the groundwater, as defined by
measurements collected on October 17 and 18, 2023, decreased from approximately 4,000 gallons
(approximately 29,500 pounds) in March 2023 to approximately 900 gallons (approximately 6,600 pounds)
in October 2023 as shown in Table 7. It should be noted the current estimated FP mass represents an
Corrective Action Performance Report
Schneider National Carriers, Incident No. 27765
Charlotte, North Carolina
S&ME Project No. 4335-17-113
January 8, 2024 11
almost 98% decrease compared to the maximum FP mass measured on November 15 and 16, 2010
(Estimated 319,100 pounds to 6,600 pounds).

S&ME recommends the following:
 S&ME recommends continued extraction of FP and petroleum-impacted groundwater from the following
12 recovery wells: RW-1/MW-6, RW-2/MW-5, RW-3, RW-5, RW-10/MW-4, RW-14, RW-17, RW-18/MW-8,
RW-19, RW-20, RW-21/MW-14, and RW-22.
 S&ME recommends that the next liquid level measurement and groundwater sampling events be
conducted in April 2024 (six months after the October 2023 event).
 S&ME also recommends focused remedial efforts to reduce the levels of FP. Based on recent
groundwater data, once FP is removed, the incident may be eligible for closure by NCDEQ.

Appendices

Appendix I – Figures
E
Project Parcel
E Source Location
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
11 " = 2,000 '
10-24-19Drawing Path: Q:\4335\17\113 Schneider\2019 Fall\1_USGS MAP.mxd plotted by DHomans 10-24-20190 2,000 4,000(FEET)
USGS TOPOGRAPHIC MAP
³
REFERENCE: USGS USA TOPO STREAMING DATASETGIS BASE LAYERS WERE OBTAINED FROM USGS NATIONAL MAP. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
4335-17-113
SCHNEIDER NATIONAL CARRIERS2420 STARITA ROADCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
xxx xx24" STORM
24" STORM
24" STORM
30" STORM24" S T O R M
DIESEL FUEL PRODUCT PIPINGCANOPY AND FUEL DISPENSERS DIESEL FUEL USTS!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!AB
!A$!AB
!Y
!Y
!Y !Y
!Y
!Y
!Y
!Y
!Y!Y
!Y
!Y
!Y
!Y
!Y
!A$
MW-3/RW-12
MW-4/RW-10
MW-5/RW-2
MW-7
MW-6/RW-1
MW-8/RW-18
MW-11
MW-9
MW-10
MW-13
MW-24
MW-15/RW-4
MW-18
MW-22
MW-20
MW-17
MW-21
MW-19
MW-12
MW-23
MW-16
DMW-1MW-2/RW-11
MW-1A
RW-3
RW-6
RW-5 RW-7
RW-16
RW-15
RW-17 RW-19
RW-14RW-13
RW-8
RW-9
RW-20
RW-22
RW-23
MW-14/RW-21
MeckCoGIS
!A$Type II Monitoring Well
!AB Type III Monitoring Well
!A$Type II Monitoring Well Used as Recovery Well
!Y Recovery WellProject Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.2
1 " = 40 '
6-13-23
4335-17-113SCHNEIDER NATIONAL CARRIERS2420 STARITA ROADCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: R:\CADData\Charlotte\4335\17\113 Schneider\2023 Spring\2_sitemap.mxd plotted by DHomans 06-13-20230 40 80
(FEET)SITE MAP³
REFERENCE: 2023 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
E
●○1
●○1
●○1
●○1
●○1
●○1
●○
●○
●○
●○
●○
●○
Ð!G
Valeview Ln
P
i
n
e
MeadowDr
I
nt
er
st
ate Nor
th Dr
D
alecrestDrVictoryLn
Misty Wood DrJ e ff A d a m s D r
R o t a r y D r
Trailer D r
StaritaRd
KendrickAv
S I-8 5 H y
N I -8 5 H y
1
6
5
4
3
2
1000'500'IRWI NC R E E K
Inactive WaterSupply Well
Ð!G Water Supply Wells●○1 Adjacent Properties (See Table
E Approximate SourceStreamsProject
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
31 " = 400 '
6-13-23
4335-17-113
SCHNEIDER NATIONAL CARRIERS2420 STARITA ROADCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: R:\CADData\Charlotte\4335\17\113 Schneider\2023 Spring\3_receptor map.mxd plotted by DHomans 06-13-20230 400 800(FEET)
POTENTIAL RECEPTOR MAP
³
REFERENCE: 2023 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEYARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
Service Layer Credits: MeckCoGIS
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
xxx xx24" STORM
24" STORM
24" STORM
30" STORM24" S T O R M
DIESEL FUEL PRODUCT PIPINGCANOPY AND FUEL DISPENSERS DIESEL FUEL USTSSEWER LINEMW-3/RW-12(NA)
MW-4/RW-10(NA)
MW-5/RW-2(NA)
MW-6/RW-1(NA)
MW-8/RW-18(NA)
MW-15/RW-4(NA)
MW-22(NA)
MW-20(NA)
MW-21(NA)
MW-16(NA)
MW-2/RW-11(NA)
RW-3(NA)
RW-6(NA)
RW-5(NA)RW-7(NA)
RW-16(NA)
RW-15(NA)
RW-17(NA)RW-19(NA)
RW-14(NA)RW-13(NA)
RW-8(NA)
RW-9(NA)
RW-20(NA)
RW-22(NA)
RW-23(NA)
MW-14/RW-21(NA)
705 693694695696697698699704
7
0
0
701
702
703
7056936946956966976986
9
9
70
4
700
70
1702
7
0
3MW-7(704.82)
MW-11(703.92)
MW-9(703.69)
MW-10(698.46)
MW-13(704.38)
MW-24(705.05)
MW-18(694.08)
MW-17(692.97)
MW-19(692.37)
MW-12(702.96)
MW-23(699.13)
DMW-1(703.80)
MW-1A(703.79)
MeckCoGIS
Groundwater Elevation Not Assessed
Groundwater Elevation (Feet) on 10/17 and 10/18/2023Type II Monitoring Well
Type III Monitoring Well
Type II Monitoring Well Used as Recovery Well
Recovery Well
Groundwater Surface Contours (Feet)
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.4
1 " = 40 '
1-7-24
4335-17-113SCHNEIDER NATIONAL CARRIERS2420 STARITA ROADCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: R:\CADData\Charlotte\4335\17\113 Schneider\2023 Fall\4_groundwater surface.mxd plotted by DHomans 01-07-20240 40 80
(FEET)GROUNDWATER ELEVATION MAPREFERENCE: 2023 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
(Deep well, notused for contouring)
MW-5/RW-2NA
MW-15/RW-4NA
MW-22NA
MW-20NA
MW-21NA
MW-16NA
RW-15NA
RW-17NA
RW-20NA
RW-22NA
MW-3/RW-12[0.00]
MW-4/RW-10[0.51]
MW-7[0.00]
MW-6/RW-1[0.00]
MW-8/RW-18[0.00]
MW-11[0.00]
MW-9[0.01]
MW-10[0.00]
MW-13[0.04]
MW-24[0.00]
MW-18[0.00]
MW-17[0.00]
MW-19[0.00]
MW-12[0.00]
MW-23[0.87]
DMW-1[0.00]MW-2/RW-11[0.10]MW-1A[0.00]
RW-3[0.00]
RW-6[0.42]
RW-5[0.12]RW-7[0.00]
RW-16[0.00]RW-19[0.00]
RW-14[0.00]RW-13[0.00]
RW-8[0.00]
RW-9[0.02]
RW-23[0.00]
MW-14/RW-21[0.00]
0.0 '0.0 '0.0'0.0'
0.0'
MeckCoGIS
Thickness of Free Product (feet) Observed on 10/17 and 10/18/2023
Not Assessed
Type II Monitoring Well
Type III Monitoring Well
Type II Monitoring Well Used as Recovery Well
Recovery Well
Estimated Free Product (FP) Thickness Contours (Feet)
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.5
1 " = 40 '
1-3-24
4335-17-113SCHNEIDER NATIONAL CARRIERS2420 STARITA ROADCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: R:\CADData\Charlotte\4335\17\113 Schneider\2023 Fall\5_FP_thickness.mxd plotted by DHomans 01-03-20240 40 80
(FEET)FREE PRODUCT THICKNESS CONTOUR MAPREFERENCE: 2023 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
MW-3/RW-12
MW-4/RW-10
MW-5/RW-2
MW-7
MW-6/RW-1
MW-8/RW-18
MW-11
MW-9
MW-10
MW-13
MW-24
MW-15/RW-4
MW-18
MW-22
MW-20
MW-17
MW-21
MW-19
MW-12
MW-23
MW-16
DMW-1
MW-2/RW-11MW-1A
RW-3
RW-6
RW-5 RW-7
RW-16
RW-15
RW-17 RW-19
RW-14RW-13
RW-8
RW-9
RW-20
RW-22
RW-23
MW-14/RW-21
MeckCoGIS
Type II Monitoring Well
Type III Monitoring Well
Type II Monitoring Well Used as Recovery Well
Recovery Well
Historic Estimated Extents of Free Product:
Octobter 2023
March 2023
September 2022April 2022
September 2021
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.6
1 " = 40 '
12-26-23
4335-17-113SCHNEIDER NATIONAL CARRIERS2420 STARITA ROADCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: R:\CADData\Charlotte\4335\17\113 Schneider\2023 Fall\6_historicFP.mxd plotted by DHomans 12-26-20230 40 80
(FEET)HISTORIC EXTENT OF FREE PRODUCTREFERENCE: 2023 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
MW-6/RW-1Benzene= 1.68Ethylbenzene= 0.538Methyl tert-butyl ether= 3.77Naphthalene= 24.71-Methylnaphthalene= 38.82-Methylnaphthalene= 35.3Phenanthrene= 25.5Pyrene= 11.9
MW-11Benzene= 26.0Ethylbenzene= 2.44Methyl tert-butyl ether= 1.09Naphthalene= 36.8Toluene= 0.300 JTotal Xylenes= 44.6
MW-10Methyl tert-butyl ether= 5.89
MW-24All <MDL
MW-18Methyl tert-butyl ether= 8.70
MW-17Methyl tert-butyl ether= 18.2Naphthalene= 14.8Pyrene= 1.88 J
MW-19Methyl tert-butyl ether= 2.53
MW-12Methyl tert-butyl ether= 9.58Naphthalene= 16.3Phenanthrene= 2.26Pyrene= 1.07 J
MW-1AMethyl tert-butyl ether= 39.5Naphthalene= 13.3Fluorene= 1.11 JPhenanthrene= 2.86Pyrene= 0.830 J
RW-15Methyl tert-butyl ether= 3.41Naphthalene= 18.6Phenanthrene= 6.44 JPyrene= 11.3
MW-3/RW-12[0.00]
MW-4RW-10[0.51]
MW-7[0.00]
MW-8/RW-18[0.00]
MW-9[0.01]
MW-13[0.04]
MW-23[0.87]
DMW-1[0.00]MW-2/RW-11[0.10]
RW-3[0.00]
RW-6[0.42]
RW-5[0.12]RW-7[0.00]
RW-16[0.00]RW-19[0.00]
RW-14[0.00]RW-13[0.00]
RW-8[0.00]
RW-9[0.02]
RW-23[0.00]
MW-14/RW-21[0.00]
MW-5/RW-2NA
MW-15/RW-4NA
MW-22NA
MW-20NA
MW-21NA
MW-16NA
RW-17NA
RW-20NA
RW-22NA
MeckCoGIS
Thickness of Free Product (feet) Observed on 10/17 and 10/18/2023Not AssessedType II Monitoring WellType III Monitoring WellType II Monitoring Well Used as Recovery WellRecovery Well
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.7
1 " = 40 '
1-3-24
4335-17-113SCHNEIDER NATIONAL CARRIERS2420 STARITA ROADCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: R:\CADData\Charlotte\4335\17\113 Schneider\2023 Fall\7_gwqual.mxd plotted by DHomans 01-03-20240 40 80
(FEET)SUMMARY OF GROUNDWATER ANALYTICAL RESULTS2L Standard 10x2B Standard GCL
Benzene 1 119 5,000MTBE2019020,000Naphthalene61206,0001-methylnaphthalene 1 80 1,0002-methylnaphthalene 30 500 12,500
MDL: Method Detection Limit
Bold values above exceed 2L StandardItalic values above exceed 10X2B Standard
Parameter micrograms per liter (µg/L)
J: Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.

Appendix II – Tables

TABLE 1
Site History - UST System Information
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
UST
ID Number
Current/Last
Contents
Capacity
(gallons)
Construction
Details
Tank
Dimensions
D/L (ft)
Description of
Associated Piping
and Pumps
Date UST
Installed
Date
Permanently
Closed (P), or
Still in Use* (C)
(m/dd/yy)
Was Release
Associated With
UST System?
(Yes/No)
1 Diesel 20,000 Unknown Unknown Unknown 1/12/1995 C*Yes
2 Diesel 20,000 Unknown Unknown Unknown 1/12/1995 C*Yes
3 Mixture of fuel/water
(Oil/Water Separator)6,000 Unknown Unknown Unknown 1/12/1995 C* No
4 Mixture of fuel/water
(Oil/Water Separator)1,500 Unknown Unknown Unknown 01/12/95 C* No
NOTES:
UST Information from NCDEQ UST Database
TABLE 2
Adjacent Property Owners
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Map ID Tax Parcel No Owner / Occupant Name Mailing Address
1 04503107
Startita Road LLC
c/o Crosland LLC
5960 Fariview Road, Suite 200
Charlotte, NC 28210
2 04502303 DLT, LLC PO Box 1549
Hickory, NC 28603
3 04501101
Interstate Industrial, LLC
Attn: Terry Brennan
440 S. Church Street, Suite 800
Charlotte, NC 28202
4 04501103 BCF Piping, Inc.PO Box 561746
Charlotte, NC 28256
5 04503101
Mecklenburg County
c/o Real Estate/Finance Dept.
600 E. 4th Street, 11th Floor
Charlotte, NC 28202
6 04504207 Driftwood Corp.40 Cuttermill Road, Suite 201
Great Neck, NY 11021
NOTES:
Information on property ownership was obtained from Mecklenburg County GIS Mapping Website.
TABLE 3
Water Supply Well InformationSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Well # Well Owner Property Address
Phone
Number Well Use
Well
Depth
(ft BGS)
Type of
Well
Well
Casing
Depth
(ft BGS)
Well Screen
Interval
(x to y ft BGS)
Distance /
Direction from
source area of
release (ft)
SW-1 BCF Piping, Inc.3401 Rotary Drive
Charlotte, NC 28269 Unknown Inactive Unknown Unknown Unknown Unknown 900' S
NOTES:
ft BGS = feet below ground surface
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
MW-1 07/16/04 15.00 15.00 to 30.00 30.00
04/23/09 NP 14.94 NA 703.85
01/25/11 NP 15.98 NA 702.81
03/10/14 Under Car Under Car NA NA
10/07/15 NP 15.88 NA 702.91
10/21/16 Under Car Under Car NA NA
06/19/17 NP 13.02 NA 705.77
03/13/18 NP 13.70 NA 705.09
09/20/21 NP 14.47 NA 704.32
04/27/22 NP 16.22 NA 702.57
09/06/22 NP 16.22 NA 702.57
03/15/23 NP 14.70 NA 704.09
10/18/23 NP 15.00 NA 703.7904/09/10 13.17 14.81 1.64 NA
04/23/09 14.03 16.45 2.42 NA
11/15/10 14.46 16.75 2.29 NA11/30/10 15.01 15.37 0.36 NA
01/25/11 15.27 15.84 0.57 NA
05/29/13 Under Car Under Car NA NA10/08/13 Under Car Under Car NA NA
03/10/14 Under Car Under Car NA NA
11/20/14 15.78 15.83 0.05 NA10/07/15 16.10 16.12 0.02 NA
10/21/16 Under Car Under Car NA NA
06/19/17 NP 13.27 NA NA03/14/18 14.55 14.59 0.04 NA
09/21/18 14.50 14.54 0.04 NA
03/26/19 NP 12.55 NA NA
09/27/19 NP 13.95 NA NA
03/16/20 NP 13.47 NA NA
09/22/20 NP 13.90 NA NA
03/16/21 NP 15.44 NA NA
09/20/21 NP 14.04 NA NA
04/27/22 NP 16.16 NA NA
09/06/22 16.00 16.05 0.05 NA
03/14/23 14.57 14.61 0.04 NA
10/17/23 15.80 15.90 0.10 NA
04/23/09 13.35 14.09 0.74 NA04/09/10 12.26 13.51 1.25 NA
11/15/10 13.42 16.62 3.20 NA
11/16/10 13.88 14.28 0.40 NA11/30/10 14.01 14.98 0.97 NA
01/25/11 14.22 15.15 0.93 NA
05/29/13 13.90 15.80 1.90 NA10/04/13 13.93 14.03 0.10 NA
03/05/14 NP 13.84 NA NA
10/07/15 NP 15.45 NA NA10/21/16 13.95 14.25 0.30 NA
06/20/17 NP 11.72 NA NA
03/13/18 NP 14.14 NA NA03/16/21 NP 12.85 NA NA
09/20/21 12.92 13.20 0.28 NA
04/27/22 NP 14.94 NA NA
09/07/22 NP 14.87 NA NA
03/14/23 13.30 13.36 0.06 NA
10/17/23 NP 13.64 NA NA
Screen
Interval
(x to y ft. BGS)
Comments
Abandoned Abandoned on 7/23/04
MW-1A 07/23/04 22.70 22.70 to 32.70 32.70 718.79 Type III Monitoring Well
MW-2
(RW-11)07/23/04 8.00 8.00 to 18.00 18.00 NM
Type II Monitoring Well,
Used as Recovery Well
MW-3
(RW-12)09/03/04 10.00 10.00 to 20.00 20.00 NM
Type II Monitoring Well,
Used as Recovery Well
Page 1 of 11
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
Screen
Interval
(x to y ft. BGS)
Comments
04/23/09 15.49 19.70 4.21 NA
04/09/10 14.50 18.63 4.13 NA
11/17/10 15.95 20.63 4.68 NA
11/30/10 16.23 20.18 3.95 NA
01/25/11 16.42 20.80 4.38 NA
05/29/13 15.98 18.60 2.62 NA
10/08/13 16.27 16.82 0.55 NA
03/10/14 16.22 19.56 3.34 NA
11/20/14 NP 17.95 NA NA
10/07/15 NP 16.35 NA NA
10/21/16 15.70 16.20 0.50 NA
06/20/17 12.64 13.34 0.70 NA
03/14/18 15.25 17.20 1.95 NA09/21/18 15.30 17.50 2.20 NA
03/26/19 12.82 12.86 0.04 NA
09/27/19 13.76 13.78 0.02 NA03/16/20 NP 12.80 NA NA
09/22/20 13.34 13.63 0.29 NA
03/16/21 14.60 14.82 0.22 NA09/20/21 14.30 14.42 0.12 NA
04/27/22 15.78 16.24 0.46 NA
09/06/22 15.79 16.39 0.60 NA03/14/23 14.29 15.00 0.71 NA
10/17/23 14.58 15.09 0.51 NA
04/23/09 16.11 16.94 0.83 NA04/09/10 14.04 16.47 2.43 NA
11/17/10 16.45 18.82 2.37 NA
11/30/10 16.74 18.25 1.51 NA
01/25/11 16.99 18.97 1.98 NA
05/29/13 16.07 17.29 1.22 NA
10/08/13 16.28 16.58 0.30 NA
03/10/14 16.19 16.21 0.02 NA
03/17/14 16.23 16.24 0.01 NA
10/07/15 NP 17.61 NA NA
10/21/16 15.50 15.51 0.01 NA
06/20/17 NP 15.07 NA NA
03/13/18 NP 16.47 NA NA
09/21/18 17.51 17.53 0.02 NA03/26/19 14.43 14.45 0.02 NA
09/27/19 15.15 15.39 0.24 NA
03/16/20 NP 14.40 NA NA09/22/20 NP 15.22 NA NA
03/16/21 NP 16.30 NA NA
09/20/21 NP 14.49 NA NA04/27/22 NP 17.35 NA NA
09/06/22 17.50 17.60 0.10 NA
03/14/23 15.94 16.05 0.11 NA04/23/09 15.49 19.70 4.21 NA
04/09/10 14.50 18.63 4.13 NA
11/17/10 15.95 20.63 4.68 NA11/30/10 16.23 20.18 3.95 NA
01/25/11 16.42 20.80 4.38 NA
05/29/13 15.98 18.60 2.62 NA
10/08/13 16.27 16.82 0.55 NA
03/10/14 16.22 19.56 3.34 NA
11/20/14 17.95 18.10 0.15 NA
10/07/15 18.50 18.59 0.09 NA
10/21/16 16.60 17.45 0.85 NA
06/20/17 16.64 16.95 0.31 NA
03/14/18 18.03 19.15 1.12 NA
03/26/19 15.92 16.00 0.08 NA
09/27/19 15.18 15.22 0.04 NA
03/16/20 14.19 14.29 0.10 NA09/22/20 NP 14.97 NA NA
03/16/21 NP 15.90 NA NA
09/20/21 17.45 17.48 0.03 NA04/27/22 17.15 17.30 0.15 NA
09/06/22 17.27 17.84 0.57 NA
03/14/23 15.80 15.81 0.01 NA10/18/23 NP 16.15 NA NA
MW-4
(RW-10)09/03/04 10.00 10.00 to 20.00 20.00 NM Type II Monitoring Well,
Used as Recovery Well
20.00 NM
Type II Monitoring Well,
Used as Recovery Well
MW-6
(RW-1)07/08/05 10.00 10.00 to 25.00 25.00
MW-5
(RW-2)09/03/04 10.00 10.00 to 20.00
NM Type II Monitoring Well,
Used as Recovery Well
Page 2 of 11
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
Screen
Interval
(x to y ft. BGS)
Comments
04/23/09 NP 16.77 NA NA
04/09/10 15.74 16.17 0.43 705.75
11/17/10 15.70 16.05 0.35 705.80
11/30/10 NP 16.73 NA NA
01/25/11 NP 16.74 NA NA
03/10/14 16.80 16.92 0.12 704.73
11/20/14 NP 16.78 NA 704.7710/07/15 NP 16.98 NA 704.5710/21/16 NM NM NA NA
06/20/17 15.67 15.83 0.16 705.86
03/13/18 NP 16.78 NA 704.7703/26/19 14.70 14.83 0.13 706.83
09/27/19 15.88 16.10 0.22 705.64
03/16/20 14.55 15.26 0.71 706.9009/22/20 15.70 16.05 0.35 705.80
03/16/21 NP 16.35 NA 705.20
09/20/21 16.45 16.60 0.15 705.08
09/06/22 NP 16.78 NA 704.77
03/14/23 NP 16.52 NA 705.03
10/17/23 NP 16.73 NA 704.82
04/23/09 11.35 14.83 3.48 NA
04/09/10 11.60 13.35 1.75 NA
11/16/10 12.87 16.41 3.54 NA
11/30/10 13.11 13.92 0.81 NA
01/25/11 13.27 14.14 0.87 NA
05/29/13 Under Car Under Car NA NA
10/04/13 12.61 12.97 0.36 NA03/10/14 Under Car Under Car NA NA
10/07/15 14.56 15.57 1.01 NA
10/21/16 13.01 13.06 0.05 NA06/19/17 12.36 12.45 0.09 NA
03/14/18 13.48 13.51 0.03 NA
09/21/18 13.77 14.40 0.63 NA04/30/21 NP 12.68 NA NA
09/20/21 12.85 12.95 0.10 NA
04/27/22 NP 14.51 NA NA09/06/22 NP 14.62 NA NA
03/14/23 NP 13.01 NA NA
10/17/23 NP 13.45 NA NA04/23/09 NM 12.58 NA 703.72
04/11/10 11.47 12.24 0.77 704.72
11/16/10 12.91 13.76 0.85 703.27
11/30/10 13.29 13.30 0.01 703.01
01/25/11 13.53 13.59 0.06 702.76
03/05/14 12.60 13.33 0.73 703.60
11/20/14 14.61 15.65 1.04 701.54
12/11/14 14.23 15.15 0.92 701.94
10/07/15 14.55 14.94 0.39 701.69
10/21/16 12.25 12.55 0.30 704.01
06/19/17 NP 11.59 NA 704.71
03/14/18 12.76 12.78 0.02 703.54
09/21/18 12.85 12.97 0.12 703.4303/26/19 NP 10.63 NA 705.67
09/27/19 11.73 11.75 0.02 704.57
03/16/20 NP 10.84 NA 705.4609/22/20 11.56 12.18 0.62 704.65
03/16/21 NP 13.13 NA 703.17
09/20/21 NP 12.32 NA 703.9804/27/22 NP 13.90 NA 702.40
09/06/22 13.81 13.89 0.08 702.41
03/14/23 NP 12.56 NA 703.7410/17/23 12.61 12.62 0.01 703.69
04/23/09 NP 17.12 NA 698.04
01/25/11 NP 17.27 NA 697.8903/10/14 NP 16.10 NA 699.06
10/07/15 NP 18.61 NA 696.55
10/21/16 NP 16.55 NA 698.61
06/19/17 NP 15.70 NA 699.46
03/13/18 NP 16.74 NA 698.42
09/20/18 NP 17.10 NA 698.06
03/26/19 NP 14.90 NA 700.26
09/26/19 NP 16.07 NA 699.09
03/16/20 NP 15.00 NA 700.16
09/22/20 NP 16.11 NA 699.05
03/16/21 NP 16.16 NA 699.00
09/20/21 NP 16.38 NA 698.78
09/06/22 NP 17.60 NA 697.5603/14/23 NP 15.97 NA 699.19
10/17/23 NP 16.70 NA 698.46
MW-7 07/08/05 10.00 8.00 to 18.00 18.00 721.55 Type II Monitoring Well
MW-8
(RW-18)07/11/05 10.00 10.00 to 25.00 25.00 NM
Type II Monitoring Well,
Used as Recovery Well
25.00 716.30 Type II Monitoring Well
MW-10 07/07/05 10.00 10.00 to 25.00 25.00
MW-9 07/07/05 10.00 10.00 to 25.00
715.16 Type II Monitoring Well
Page 3 of 11
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
Screen
Interval
(x to y ft. BGS)
Comments
04/23/09 NP 14.49 NA 704.01
04/11/10 NP 13.51 NA 704.99
01/25/11 NP 15.46 NA 703.04
03/10/14 14.45 14.66 0.21 704.02
03/17/14 NP 14.59 NA 703.91
11/20/14 NP 16.45 NA 702.05
10/07/15 NP 16.58 NA 701.92
10/21/16 NP 16.58 NA 701.92
06/19/17 NP 13.45 NA 705.05
03/13/18 NP 14.70 NA 703.80
09/20/18 NP 14.87 NA 703.63
03/26/19 NP 12.64 NA 705.86
09/26/19 NP 13.81 NA 704.6903/16/20 NP 12.22 NA 706.28
09/22/20 NP 13.49 NA 705.01
03/16/21 NP 14.57 NA 703.9309/20/21 NP 14.22 NA 704.28
04/27/22 NP 15.70 NA 702.80
09/07/22 NP 15.74 NA 702.7603/14/23 NP 14.23 NA 704.27
10/17/23 NP 14.58 NA 703.92
01/25/11 NP 11.86 NA 702.5003/05/14 NP 11.15 NA 703.21
10/07/15 NP 13.10 NA 701.26
10/21/16 NP 10.85 NA 703.5106/19/17 NP 10.05 NA 704.31
03/13/18 NP 11.25 NA 703.11
09/22/20 NP 9.30 NA 705.06
03/16/21 NP 11.70 NA 702.66
04/27/22 NP 12.55 NA 701.81
09/07/22 NP 12.50 NA 701.86
03/14/23 NP 11.00 NA 703.36
10/17/23 NP 11.40 NA 702.96
01/25/11 NP 11.86 NA 708.29
03/10/14 NP 11.15 NA 709.00
10/07/15 NP 17.65 NA 702.50
10/21/16 15.35 15.49 0.14 704.78
06/20/17 NP 14.35 NA 705.8003/13/18 15.92 15.98 0.06 704.22
03/26/19 13.68 13.75 0.07 706.46
09/27/19 14.77 14.89 0.12 705.3603/16/20 NP 13.80 NA 706.3509/22/20 14.58 14.78 0.20 705.3703/16/21 NP 16.49 NA 703.6609/20/21 14.32 14.40 0.08 705.8204/27/22 16.70 16.74 0.04 703.4409/06/22 16.90 17.00 0.10 703.2403/14/23 NP 15.38 NA 704.7710/17/23 15.76 15.80 0.04 704.38
04/23/09 18.85 19.27 0.42 NA
11/16/10 18.34 19.59 1.25 NA11/17/10 19.32 >20 >0.68 NA
11/30/10 19.20 >20 >0.80 NA
01/25/11 19.06 19.98 0.92 NA05/29/13 16.72 17.50 0.78 NA
10/04/13 17.80 17.93 0.13 NA
03/10/14 17.10 17.19 0.09 NA03/17/14 16.78 16.83 0.05 NA
10/07/15 18.53 18.71 0.18 NA
10/21/16 17.28 17.36 0.08 NA06/19/17 16.25 16.31 0.06 NA
03/14/18 17.50 17.62 0.12 NA
09/21/18 17.44 17.55 0.11 NA
03/26/19 15.75 15.80 0.05 NA
09/27/19 17.45 17.50 0.05 NA
03/16/20 NP 15.90 NA NA
09/22/20 17.87 17.92 0.05 NA
03/16/21 NP 18.69 NA NA
09/20/21 NP 17.96 NA NA
04/27/22 NP 18.58 NA NA
09/06/22 NP 18.47 NA NA
03/14/23 NP 17.58 NA NA
10/17/23 NP 18.40 NA NA
MW-11 07/06/05 10.00 10.00 to 25.00 25.00 718.50 Type II Monitoring Well
MW-12 01/20/11 6.00 6.00 to 21.00 21.00 714.36 Type II Monitoring Well
27.00 720.15 Type II Monitoring Well
MW-14
(RW-21)07/20/06 10.00 10.00 to 20.00 20.00
MW-13 01/19/11 12.00 12.00 to 27.00
NM Type II Monitoring Well,
Used as Recovery Well
Page 4 of 11
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
Screen
Interval
(x to y ft. BGS)
Comments
01/25/11 17.46 18.28 0.82 NA
05/29/13 16.21 17.32 1.11 NA
10/08/13 16.92 16.98 0.06 NA
03/10/14 16.50 16.92 0.42 NA
03/17/14 16.10 16.35 0.25 NA
10/07/15 NP 17.83 NA NA
10/21/16 NL NL NA NA
06/20/17 NP 14.37 NA NA
03/13/18 NP 12.28 NA NA
09/27/19 17.45 17.50 0.05 NA
03/16/21 NP 16.85 NA NA
09/20/21 NP 15.52 NA NA
09/06/22 17.69 17.90 0.21 NA01/25/11 14.53 15.11 0.58 702.18
03/05/14 13.52 14.18 0.66 703.18
11/20/14 15.58 16.47 0.89 701.0812/11/14 Under Car Under Car NA NA
10/07/15 15.48 16.06 0.58 701.23
10/21/16 Under Car Under Car NA NA06/20/17 Under Car Under Car NA NA
03/14/18 Under Car Under Car NA NA
03/26/19 11.85 12.55 0.70 NA09/27/19 Blocked Blocked NA NA
03/16/20 BLocked Blocked NA NA
09/22/20 BLocked Blocked NA NA03/16/21 BLocked Blocked NA NA
04/30/21 12.22 13.00 0.78 703.79
09/20/21 13.40 14.26 0.86 702.53
09/06/22 15.20 15.30 0.10 701.58
04/23/09 NP 17.96 NA 692.63
01/25/11 NP 18.28 NA 692.31
05/29/13 16.77 16.89 0.12 693.80
03/10/14 NP 19.25 NA 691.34
10/07/15 18.20 18.25 0.05 692.38
10/21/16 NP 17.10 NA 693.49
06/19/17 NP 16.17 NA 694.42
03/14/18 17.12 17.17 0.05 693.46
09/20/18 17.55 17.80 0.25 693.0003/26/19 15.69 15.78 0.09 694.89
09/26/19 NP 16.75 NA 693.84
03/16/20 NP 14.96 NA 695.6309/22/20 NP 17.09 NA 693.50
03/16/21 NP 17.31 NA 693.28
09/20/21 NP 17.15 NA 693.4404/27/22 NP 18.03 NA 692.56
09/06/22 NP 18.30 NA 692.29
03/14/23 NP 16.74 NA 693.8510/18/23 NP 17.62 NA 692.97
01/25/11 NP 18.46 NA 692.26
10/07/15 NP 17.52 NA 693.2010/20/16 NP 16.09 NA 694.63
06/19/17 NP 15.01 NA 695.71
03/13/18 NP 16.10 NA 694.62
09/20/18 NP 16.50 NA 694.22
03/26/19 NP 14.80 NA 695.92
09/26/19 NP 15.86 NA 694.86
03/16/20 NP 14.80 NA 695.92
09/22/20 NP 16.31 NA 694.41
03/16/21 NP 15.95 NA 694.77
04/27/22 NP 17.32 NA 693.40
09/07/22 NP 17.18 NA 693.54
03/15/23 NP 15.52 NA 695.20
10/17/23 NP 16.64 NA 694.0804/23/09 NP 19.25 NA 690.94
01/25/11 NP 19.34 NA 690.85
03/10/14 NL NL NA NA10/07/15 NP 19.30 NA 690.89
10/20/16 NP 19.27 NA 690.92
06/19/17 NP 19.10 NA 691.0903/13/18 NP 19.21 NA 690.98
09/20/18 NP 19.32 NA 690.87
03/26/19 NP 17.19 NA 693.0009/26/19 NP 17.44 NA 692.75
03/16/20 NP 17.15 NA 693.04
09/22/20 NP 17.40 NA 692.7903/16/21 NP 17.25 NA 692.94
04/27/22 NP 17.50 NA 692.69
09/06/22 NP 18.69 NA 691.50
03/15/23 NP 17.38 NA 692.81
10/18/23 NP 17.82 NA 692.37
MW-15
(RW-4)01/20/11 16.00 16.00 to 31.00 31.00 NM
Type II Monitoring Well,
Used as Recovery Well
MW-16 01/19/11 15.00 15.00 to 30.00 30.00 716.79 Type II Monitoring Well
30.00 710.59 Type II Monitoring Well
MW-18 01/21/11 10.00 10.00 to 30.00 30.00
MW-17 07/20/06 10.00 10.00 to 30.00
710.72 Type II Monitoring Well
MW-19 10/13/06 10.00 10.00 to 25.00 25.00 710.19 Type II Monitoring Well
Page 5 of 11
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
Screen
Interval
(x to y ft. BGS)
Comments
04/23/09 NL NL NA NA
01/25/11 NL NL NA NA
03/10/14 NL NL NA NA
10/07/15 sheen 16.97 sheen 690.73
10/21/16 NP 14.99 NA 692.71
06/19/17 NP 13.97 NA 693.73
03/13/18 NP 15.40 NA 692.30
09/20/18 NP 15.70 NA 692.00
03/26/19 NP 9.42 NA 698.28
09/26/19 NP 14.89 NA 692.81
03/16/20 NP 14.32 NA 693.38
09/22/20 NP 14.91 NA 692.79
04/23/09 16.84 16.85 0.01 690.6901/25/11 NP 16.77 NA 690.76
03/10/14 NL NL NA NA
10/20/16 NP 16.84 NA 690.6906/19/17 NP 16.45 NA 691.08
03/13/18 NP 16.55 NA 690.98
09/21/18 NP 16.60 NA 690.9304/23/09 NP 15.13 NA 692.30
01/25/11 NP 16.22 NA 691.21
03/10/14 NL NL NA NA10/07/15 NP 16.52 NA 690.91
10/20/16 NP 16.78 NA 690.65
06/19/17 NP 15.66 NA 691.7703/13/18 NP 16.08 NA 691.35
01/25/11 NP 19.45 NA 698.78
03/10/14 NP 18.58 NA 699.65
10/07/15 20.64 20.76 0.12 697.57
10/21/16 18.68 19.00 0.32 699.50
06/19/17 17.80 17.87 0.07 700.42
03/14/18 19.17 19.32 0.15 699.04
03/26/19 NP 17.09 NA 701.14
09/27/19 18.14 18.25 0.11 700.07
03/16/20 NP 17.50 NA 700.73
09/22/20 NP 18.11 NA 700.12
03/16/21 NP 18.34 NA 699.89
09/20/21 NP 18.71 NA 699.5204/27/22 20.16 20.22 0.06 698.06
09/06/22 20.15 20.91 0.76 697.97
03/14/23 18.66 19.10 0.44 699.5110/17/23 18.98 19.85 0.87 699.13
01/25/11 NP 18.02 NA 704.13
03/10/14 NP 16.97 NA 705.1810/07/15 NP 19.04 NA 703.11
10/21/16 NP 16.87 NA 705.28
06/20/17 NP 15.91 NA 706.2403/13/18 NP 17.30 NA 704.85
04/27/22 NP 18.10 NA 704.05
10/18/23 NP 17.10 NA 705.0501/27/11 NP 12.40 NA 702.81
03/10/14 NP 11.79 NA 703.42
10/21/16 NP 11.08 NA 704.13
10/07/15 NP 12.71 NA 702.50
06/19/17 NP 10.82 NA 704.39
03/13/18 NP 12.10 NA 703.11
10/17/23 NP 11.41 NA 703.80
05/29/13 16.09 18.25 2.16 NA
10/08/13 sheen 17.00 sheen NA
03/10/14 15.97 16.62 0.65 NA
10/07/15 17.96 18.08 0.12 NA
10/21/16 15.75 15.91 0.16 NA
06/20/17 14.89 15.00 0.11 NA03/14/18 18.20 18.24 0.04 NA
03/26/19 14.50 14.60 0.10 NA
09/27/19 15.35 15.42 0.07 NA03/16/20 Blocked Blocked Blocked NA
09/22/20 NP 15.58 NA NA
03/16/21 NP 16.49 NA NA04/27/22 NP 17.79 NA NA
09/06/22 NP 15.87 NA NA
03/14/23 NP 16.27 NA NA
MW-20 07/19/06 9.40 9.40 to 19.40 19.40 707.70 Type II Monitoring Well
25.00 707.53 Type II Monitoring Well
MW-22 07/08/06 10.00 10.00 to 20.00 20.00
MW-21 10/13/06 15.00 15.00 to 25.00
707.43 Type II Monitoring Well
MW-23 01/20/11 10.00 10.00 to 30.00 30.00 718.23 Type II Monitoring Well
MW-24 01/20/11 15.00 15.00 to 30.00 30.00 722.15 Type II Monitoring Well
53.50 715.21 Type III Monitoring Well
RW-3 09/12/12 10.00 10.00 to 30.00 30.00
DMW-1 01/20/11 48.50 48.50 to 53.50
NM Recovery Well
Page 6 of 11
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
Screen
Interval
(x to y ft. BGS)
Comments
05/29/13 15.11 16.34 1.23 NA
10/04/13 15.78 16.43 0.65 NA
03/10/14 14.95 16.13 1.18 NA
05/02/14 14.72 14.90 0.18 NA
05/09/14 15.13 15.38 0.25 NA
11/20/14 17.05 18.47 1.42 NA
12/11/14 16.50 18.40 1.90 NA
05/14/15 16.02 16.80 0.78 NA
08/03/15 17.67 18.08 0.41 NA
10/07/15 16.77 17.63 0.86 NA
10/21/16 14.70 14.80 0.10 NA
06/19/17 13.88 13.95 0.07 NA
03/14/18 15.11 15.21 0.10 NA09/21/18 15.20 15.40 0.20 NA
03/26/19 12.95 13.00 0.05 NA
09/27/19 NP 14.57 NA NA03/16/20 NP 14.68 NA NA
09/22/20 NP 14.57 NA NA
03/16/21 NP 16.16 NA NA09/20/21 NP 15.15 NA NA
04/27/22 NP 16.66 NA NA
09/06/22 NP 16.68 NA NA03/14/23 NP 15.16 NA NA
10/17/23 15.33 15.45 0.12 NA
05/29/13 14.90 17.86 2.96 NA10/08/13 sheen 16.56 sheen NA
03/05/14 14.65 14.68 0.03 NA
10/07/15 16.61 17.20 0.59 NA
10/21/16 14.60 14.75 0.15 NA
06/19/17 NP 13.76 NA NA
03/14/18 14.97 15.03 0.06 NA
03/26/19 12.85 12.90 0.05 NA
09/27/19 14.60 14.67 0.07 NA
03/16/20 NP 14.71 NA NA
09/22/20 NP 14.60 NA NA
03/16/21 16.18 16.22 0.04 NA
09/20/21 NP 15.25 NA NA
04/27/22 NP 16.82 NA NA03/14/23 NP 15.27 NA NA
10/17/23 15.50 15.92 0.42 NA
05/29/13 13.82 14.25 0.43 NA10/04/13 NP 14.45 NA NA
03/05/14 13.72 13.74 0.02 NA
10/07/15 NP 15.50 NA NA10/21/16 NP 13.34 NA NA
06/19/17 NP 12.53 NA NA
03/13/18 NP 13.80 NA NA09/20/21 NP 13.88 NA NA
04/27/22 NP 16.44 NA NA
09/06/22 NP 15.38 NA NA03/14/23 NP 13.90 NA NA
10/17/23 NP 14.13 NA NA
05/29/13 14.93 19.09 4.16 NA
10/08/13 16.42 17.15 0.73 NA
03/10/14 14.95 16.56 1.61 NA
11/20/14 16.98 17.01 0.03 NA
12/11/14 16.54 18.94 2.40 NA
10/07/15 16.97 17.97 1.00 NA
10/21/16 15.20 15.50 0.30 NA
06/20/17 Under Car Under Car NA NA
03/14/18 15.68 16.22 0.54 NA
03/26/19 13.79 13.81 0.02 NA
09/27/19 15.29 15.30 0.01 NA03/16/20 NP 15.47 NA NA
09/22/20 15.16 15.80 0.64 NA
03/16/21 Under Water Under Water NA NA09/20/21 NP 15.87 NA NA
04/27/22 17.30 17.33 0.03 NA
09/06/22 17.30 17.72 0.42 NA03/14/23 15.82 16.62 0.80 NA
10/17/23 NP 15.07 NA NA
05/29/13 15.27 15.39 0.12 NA10/08/13 NP 16.00 NA NA
03/10/14 NP 15.07 NA NA
10/07/15 NP 16.91 NA NA10/21/16 NM 14.85 NA NA
06/20/17 NP 14.00 NA NA
03/13/18 NP 15.27 NA NA
09/21/18 NP 15.48 NA NA
09/20/21 Under Car Under Car NA NA
10/17/23 16.26 16.28 0.02 NA
RW-5 09/13/12 13.00 13.00 to 23.00 23.00 NM Recovery Well
RW-6 09/12/12 10.00 10.00 to 30.00 30.00 NM Recovery Well
23.00 NM Recovery Well
RW-8 09/10/12 10.00 10.00 to 30.00 30.00
RW-7 09/11/12 13.00 13.00 to 23.00
NM Recovery Well
RW-9 09/10/12 10.00 10.00 to 30.00 30.00 NM Recovery Well
Page 7 of 11
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
Screen
Interval
(x to y ft. BGS)
Comments
05/29/13 13.75 13.81 0.06 NA
10/04/13 NP 14.35 NA NA
03/05/14 Under Car Under Car NA NA
10/07/15 15.36 15.46 0.10 NA
10/21/16 13.20 13.25 0.05 NA
06/20/17 NP 12.40 NA NA
03/14/18 Under Car Under Car NA NA
03/14/23 NP 13.72 NA NA
05/29/13 12.36 12.40 0.04 NA
10/04/13 sheen 14.20 sheen NA
03/05/14 12.15 12.29 0.14 NA
11/20/14 14.18 14.45 0.27 NA
12/11/14 13.75 14.20 0.45 NA10/07/15 13.93 14.20 0.27 NA
10/21/16 11.75 11.88 0.13 NA
06/20/17 11.00 11.03 0.03 NA03/14/18 12.25 12.27 0.02 NA
09/21/18 12.31 12.38 0.07 NA
03/26/19 NP 10.10 NA NA09/27/19 NP 11.93 NA NA
03/16/20 NP 10.10 NA NA
09/22/20 NP 11.85 NA NA03/16/21 Under Water Under Water NA NA
09/06/22 NP 14.18 NA NA
03/14/23 NP 12.56 NA NA10/17/23 NP 12.81 NA NA
05/29/13 12.32 13.24 0.92 NA
10/04/13 13.00 13.07 0.07 NA
03/05/14 12.23 12.71 0.48 NA
05/02/15 11.85 11.97 0.12 NA
08/03/15 14.70 15.13 0.43 NA
10/07/15 14.02 14.64 0.62 NA
10/21/16 NP 11.90 NA NA
06/19/17 11.20 11.21 0.01 NA
03/13/18 NP 12.77 NA NA
04/27/22 NP 13.96 NA NA
09/06/22 NP 13.95 NA NA
10/18/23 NP 12.71 NA NA05/29/13 13.08 13.10 0.02 NA
10/04/13 NP 13.85 NA NA
03/05/14 NP 12.65 NA NA10/07/15 18.74 19.17 0.43 NA
10/21/16 NP 12.56 NA NA
06/19/17 NP 11.80 NA NA03/14/18 NP 13.02 NA NA
09/20/21 NP 13.30 NA NA
04/27/22 NP 14.80 NA NA03/14/23 NP 13.33 NA NA
10/17/23 NP 13.55 NA NA
05/29/13 Under Car Under Car NA NA10/21/13 16.85 22.45 5.60 NA
03/05/14 Under Car Under Car NA NA
10/07/15 18.74 19.17 0.43 NA
10/21/16 Under Car Under Car NA NA
06/20/17 Under Car Under Car NA NA
03/14/18 Under Car Under Car NA NA
03/16/21 Under Car Under Car NA NA
09/20/21 17.87 17.95 0.08 NA
10/04/13 17.28 20.55 3.27 NA
03/10/14 15.38 24.80 9.42 NA
03/17/14 16.08 17.97 1.89 NA
05/02/15 15.88 17.30 1.42 NA
05/09/14 16.30 17.23 0.93 NA10/01/14 17.27 17.46 0.19 NA
11/20/14 17.11 23.61 6.50 NA
12/11/14 17.95 18.49 0.54 NA10/07/15 18.50 19.07 0.57 NA
10/21/16 17.05 20.00 2.95 NA
06/19/17 15.69 19.23 3.54 NA03/14/18 Under Car Under Car NA NA
03/26/19 15.20 15.43 0.23 NA
09/27/19 17.23 17.27 0.04 NA03/16/20 17.20 17.68 0.48 NA
09/22/20 17.32 17.45 0.13 NA
03/16/21 NP 10.92 NA NA09/20/21 17.83 17.90 0.07 NA
04/27/22 18.67 22.02 3.35 NA
09/06/22 18.74 20.60 1.86 NA
03/14/23 17.14 18.32 1.18 NA
10/17/23 NP 17.97 NA NA
RW-13 09/10/12 8.00 8.00 to 28.00 28.00 NM Recovery Well
30.00 NM Recovery Well
RW-15 09/11/12 9.00 9.00 to 29.00 29.00
RW-14 09/10/12 10.00 10.00 to 30.00
NM Recovery Well
RW-16 09/11/12 7.00 7.00 to 27.00 27.00 NM Recovery Well
RW-17 09/14/12 10.00 10.00 to 30.00 30.00 NM Recovery Well
30.00 NM Recovery WellRW-19 09/14/12 10.00 10.00 to 30.00
Page 8 of 11
TABLE 4Monitoring Well Construction and Water Level DataSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Well ID
Date
Installed
(mm/dd/yy)
Well
Casing
Depth
(ft. BGS)
Bottom
of Well
(ft.
BTOC)
Top of
Casing
Elevation*
(ft.)
Date
Water
Level
Measured
(mm/dd/yy)
Depth to
Product
from Top of
Casing (ft.)
Depth to
Water
from Top
of Casing
(ft.)
Product
Thickness
(ft.)
Groundwater
Elevation**
(ft.)
Screen
Interval
(x to y ft. BGS)
Comments
05/29/13 Under Car Under Car NA NA
10/04/13 Under Car Under Car NA NA
10/21/13 16.74 17.52 0.78 NA
03/10/14 Under Car Under Car NA NA
10/07/15 17.88 18.72 0.84 NA
10/21/16 Under Car Under Car NA NA
06/20/17 Under Car Under Car NA NA
03/14/18 Under Car Under Car NA NA
09/20/21 Under Car Under Car NA NA
03/14/23 NP 16.62 NA NA
05/29/13 Under Car Under Car NA NA
10/04/13 16.02 19.25 3.23 NA
03/10/14 15.02 15.42 0.40 NA10/01/14 16.04 16.35 0.31 NA
11/20/14 16.55 16.98 0.43 NA
08/03/15 16.90 17.28 0.38 NA10/07/15 Under Car Under Car NA NA
10/21/16 15.21 15.85 0.64 NA
06/19/17 15.70 15.97 0.27 NA03/14/18 16.04 18.75 2.71 NA
09/21/18 18.83 18.88 0.05 NA
03/16/21 NP 17.37 NA NA05/29/13 NP 13.64 NA NA
10/04/13 NP 14.98 NA NA
03/10/14 NP 13.23 NA NA05/02/14 NP 13.26 NA NA
11/20/14 NP 14.88 NA NA
10/07/15 NP 15.06 NA NA
10/20/16 NP 14.22 NA NA
06/19/17 NP 13.17 NA NA
03/13/18 NP 14.86 NA NA
09/20/18 NP 15.10 NA NA
03/26/19 NP 15.10 NA NA
09/26/19 NP 14.04 NA NA
03/16/20 NP 13.42 NA NA
09/22/20 NP 14.12 NA NA
03/16/21 NP 13.89 NA NA
09/06/22 NP 15.66 NA NA03/14/23 NP 14.25 NA NA
NOTES:
* Reference Point for Elevation Measurements: Arbitrary Datum Assumed Elevation: 700.00 ft.
** If Free Product is present in a well, groundwater elevation is calculated by: [Top of Casing Elevation - Depth to Water] + [free product thickness x 0.8581]
ft BGS = feet below ground surface
ft BTOC = feet below top of casing
NP : Not Present
NA : Not Applicable
RW-20 09/14/12 7.00 7.00 to 27.00 27.00 NM Recovery Well
RW-22 09/13/12 10.00 10.00 to 30.00 30.00 NM Recovery Well
RW-23 09/13/12 10.00 10.00 to 30.00 30.00 NM Recovery Well
Page 9 of 11
TABLE 5Summary of Groundwater Sampling ResultsSchneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
Analytical Method
VOCs by SM 6200B SVOCs by EPA 625
Well
ID
Date
Collected
(mm/dd/yy)BenzeneIsopropyl EtherEthylbenzeneMethyl tert-butyl etherNaphthaleneTolueneTotal XylenesAnthraceneBis(2-ethylhexyl) PhthalateFluorene1-Methylnaphthalene2-MethylnaphthaleneNaphthalenePhenanthrenePyrene2L Standard (mg/L) 1 70 600 20 6 600 500 2,000 3 300 1 30 6 200 200
10 x 2B Standard (mg/L) 119 NSE 970 190 120 110 NSE 3,000 3.2 700 80 500 120 NSE NSE
GCL (mg/L)5,000 70,000 84,500 20,000 6,000 260,000 85,500 2,000 170 990 1,000 12,500 6,000 410 200
MW-1A 10/18/23 <MDL <MDL <MDL 39.5 13.3 <MDL <MDL <MDL <MDL 1.11 J <MDL <MDL <MDL 2.86 0.830 J
MW-6/RW-1 10/18/23 1.68 <MDL 0.538 3.77 24.7 <MDL <MDL <MDL <MDL <MDL 38.8 35.3 <MDL 25.5 11.9
MW-10 10/17/23 <MDL <MDL <MDL 5.89 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL
MW-11 10/17/23 26.0 <MDL 2.44 1.09 36.8 0.300 J 44.6 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL
MW-12 10/17/23 <MDL <MDL <MDL 9.58 16.3 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL 2.26 1.07 J
MW-17 10/18/23 <MDL <MDL <MDL 18.2 14.8 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL 1.88 J
MW-18 10/17/23 <MDL <MDL <MDL 8.70 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL
MW-19 10/18/23 <MDL <MDL <MDL 2.53 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL
MW-24 10/18/23 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL
RW-15 10/18/23 <MDL <MDL <MDL 3.41 18.6 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL 6.44 J 11.3
NOTES:
All results reported in micrograms per liter (mg/L)
MDL: Method Detection Limit
NSE : No standard established
J : Estimated concentration above the method detection limit and below the reporting limit.
E : Estimated concentration above the calibration range
2B Standard : 15A NCAC 2B Surface Water Groundwater Quality Standards and EPA National Recommended Water Quality Criteria
GCL : Gross Contamination Level
Value : greater than the laboratory method reporting limit
Value : greater than the 2L Standard
Value : greater than the 10 x 2B Standard
Value : greater than the GCL
Contaminant of Concern
TABLE 6Summary of Select Historical Groundwater Sampling ResultsSchneider National Carriers, Incident # 277652420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
VOCs by SM 6200B SVOCs by EPA 625
Well ID
Date
Collected
(mm/dd/yy)Anthracene1 600 70 70 20 6 600 500 80 2,000 200 3 300 0.05 1 30 6 200 200
GCL 5,000 84,500 25,000 70,000 20,000 6,000 260,000 85,500 2,120 2,000 200 170 990 0.05 1,000 12,500 6,000 410 200PyreneNaphthaleneEthylbenzeneIsopropyl etherBis(2-ethyhexyl) phthalateAnalytical Method
PhenathreneNaphthalene2-Methylnaphthalene1-MethylnaphthaleneFluoreneTotal XylenesTolueneIsopropylbenzeneBenzeneMethyl tert-butyl etherBenzo(g,h,i)peryleneIndeno(1,2,3-cd)pyreneAcenaphtheneContaminant of Concern
2L Standard
01/25/11 <1.0 <1.0 1.0 1.0 174 4.5 <1.0 1.5 <5.7 NA NA NA <5.7 NA NA NA <5.7 <5.7 <5.708/21/14 NO SAMPLE COLLECTED - 0.55 FEET OF FREE PRODUCT03/15/23 <MDL <MDL NA <MDL 58.1 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL 0.644 J <MDL10/18/23 <MDL <MDL NA <MDL 39.5 13.3 <MDL <MDL <MDL NA <MDL NA 1.11 J <MDL <MDL <MDL <MDL 2.86 0.830 J
01/27/11 <1.0 <1.0 1.1 <1.0 32 7.3 <1.0 8.6 <5.0 NA NA NA <5.0 NA NA NA <5.0 <5.0 <5.0
08/21/14 <0.50 <1.0 NA <5.0 21 2.9 J <1.0 1.8 J <10 NA NA NA 7.6 J NA 16 9.0 J <10 11 5.2 J
01/25/11 NO SAMPLE COLLECTED - 0.57 FEET OF FREE PRODUCT
08/21/14 NO SAMPLE COLLECTED - 0.09 FEET OF FREE PRODUCT
03/13/18 NO SAMPLE COLLECTED - 0.04 FEET OF FREE PRODUCT
09/21/18 NO SAMPLE COLLECTED - 0.04 FEET OF FREE PRODUCT
09/20/21 10.8 20.4 NA <5.00 <1.40 723 <2.20 18.2 J <7.69 NA <4.58 NA 79.2 <6.70 472 552 153 187 89.1
01/25/11 NO SAMPLE COLLECTED - 0.93 FEET OF FREE PRODUCT
08/21/14 NO SAMPLE COLLECTED - 0.10 FEET OF FREE PRODUCT
09/07/22 2.8 0.705 NA <MDL 6.90 <MDL <MDL 3.12 <MDL NA <MDL NA <MDL <MDL 26.9 21.6 <MDL 14.0 16.0
01/25/11 NO SAMPLE COLLECTED - 1.88 FEET OF FREE PRODUCT
08/21/14 NO SAMPLE COLLECTED - 0.44 FEET OF FREE PRODUCT
03/13/18 NO SAMPLE COLLECTED - 1.95 FEET OF FREE PRODUCT
09/21/18 NO SAMPLE COLLECTED - 2.20 FEET OF FREE PRODUCT
01/25/11 NO SAMPLE COLLECTED - 1.98 FEET OF FREE PRODUCT
08/21/14 NO SAMPLE COLLECTED - 0.02 FEET OF FREE PRODUCT
09/21/18 NO SAMPLE COLLECTED - 0.02 FEET OF FREE PRODUCT
09/20/21 1.63 0.861 NA <0.500 2.96 92.6 <0.220 <0.21 <7.83 NA <4.66 NA <8.00 <6.82 195 272 67.4 95.2 38.3
01/25/11 NO SAMPLE COLLECTED - 4.38 FEET OF FREE PRODUCT
08/21/14 NO SAMPLE COLLECTED - 0.79 FEET OF FREE PRODUCT
10/21/16 NO SAMPLE COLLECTED - 0.85 FEET OF FREE PRODUCT
06/20/17 NO SAMPLE COLLECTED - 0.31 FEET OF FREE PRODUCT
03/13/18 NO SAMPLE COLLECTED - 1.12 FEET OF FREE PRODUCT
10/18/23 1.68 0.538 NA <MDL 3.77 24.7 <MDL <MDL <MDL NA <MDL NA <MDL <MDL 38.8 35.3 <MDL 25.5 11.9
01/25/11 NO SAMPLE COLLECTED - WELL SILTED
08/21/14 NO SAMPLE COLLECTED - WELL SILTED
01/25/11 NO SAMPLE COLLECTED - 0.87 FEET OF FREE PRODUCT
08/21/14 NO SAMPLE COLLECTED - 0.10 FEET OF FREE PRODUCT
10/21/16 NO SAMPLE COLLECTED - 0.05 FEET OF FREE PRODUCT06/19/17 NO SAMPLE COLLECTED - 0.09 FEET OF FREE PRODUCT03/14/18 NO SAMPLE COLLECTED - 0.03 FEET OF FREE PRODUCT09/21/1804/27/22 <MDL <MDL NA <MDL 35.0 2.54 <MDL <MDL <MDL NA <MDL NA <MDL <MDL 15.3 <MDL <MDL <MDL 17.809/06/22 <MDL <MDL NA <MDL 23.0 <MDL <MDL 0.211 J <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL 36.6
03/14/23 3.36 J 8.78 NA <MDL 31.5 56.8 15.8 40.2 <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL 2.26 5.74
MW-2/
RW-11
MW-7
MW-6/
RW-1
MW-5/
RW-2
MW-8/
RW-18
DMW-1
MW-1A
MW-4/
RW-10
MW-3/
RW-12
NO SAMPLE COLLECTED - 0.63 FEET OF FREE PRODUCT
Page 1 of 4
TABLE 6Summary of Select Historical Groundwater Sampling ResultsSchneider National Carriers, Incident # 277652420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
VOCs by SM 6200B SVOCs by EPA 625
Well ID
Date
Collected
(mm/dd/yy)Anthracene1 600 70 70 20 6 600 500 80 2,000 200 3 300 0.05 1 30 6 200 200
GCL 5,000 84,500 25,000 70,000 20,000 6,000 260,000 85,500 2,120 2,000 200 170 990 0.05 1,000 12,500 6,000 410 200PyreneNaphthaleneEthylbenzeneIsopropyl etherBis(2-ethyhexyl) phthalateAnalytical Method
PhenathreneNaphthalene2-Methylnaphthalene1-MethylnaphthaleneFluoreneTotal XylenesTolueneIsopropylbenzeneBenzeneMethyl tert-butyl etherBenzo(g,h,i)peryleneIndeno(1,2,3-cd)pyreneAcenaphtheneContaminant of Concern
2L Standard
01/25/11 NO SAMPLE COLLECTED - 0.06 FEET OF FREE PRODUCT08/21/14 NO SAMPLE COLLECTED - 0.39 FEET OF FREE PRODUCT10/21/16 NO SAMPLE COLLECTED - 0.30 FEET OF FREE PRODUCT03/13/18 NO SAMPLE COLLECTED - 0.02 FEET OF FREE PRODUCT09/21/18 NO SAMPLE COLLECTED - 0.12 FEET OF FREE PRODUCT09/20/21 0.661 0.264 J NA <0.500 36.2 7.80 <0.220 <0.21 <7.48 NA <4.45 NA <7.63 <6.51 193 177 <8.27 115 80.804/27/22 0.354 J <MDL NA <MDL 30.7 <MDL 0.264 J 0.226 J <MDL NA <MDL NA 14.2 <MDL 48 42 <MDL 16 8.19 J03/14/23 <MDL 3.81 J NA <MDL 33.9 31.9 8.02 16.9 <MDL NA <MDL NA <MDL <MDL 49.5 37.0 <MDL <MDL 34.701/25/11 <1.0 <1.0 1.0 <1.0 6.5 4.4 <1.0 2.4 <6.2 NA NA NA <6.2 NA NA NA <6.2 <6.2 <6.208/21/14 <0.50 <1.0 NA <5.0 <5.0 2.2 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1003/13/18 <0.50 <1.0 NA <5.0 7.6 <5.0 <1.0 <3.0 <11 NA NA NA <11 NA <11 <11 <11 <11 <1109/21/18 <1.0 <1.0 <1.0 <1.0 8.0 <2.0 <1.0 <3.0 < 10 NA NA NA < 10 NA < 10 < 10 < 10 < 10 < 1003/26/19 <1.0 <1.0 <1.0 <1.0 7.6 <2.0 <1.0 <3.0 < 10 NA NA NA < 10 NA < 10 < 10 < 10 < 10 < 10
09/26/19 <0.50 <1.0 NA <5.0 13.0 <5.0 <1.0 <3.0 < 10 NA NA NA < 10 NA < 10 < 10 < 10 < 10 < 10
03/16/20 <0.50 <1.0 NA <5.0 9.0 <5.0 <1.0 <3.0 < 10 NA NA NA < 10 NA < 10 < 10 < 10 < 10 < 10
09/22/20 <0.50 <1.0 NA <5.0 16 <5.0 <1.0 <3.0 < 10 NA NA NA < 10 NA < 10 < 10 < 10 < 10 < 10
03/16/21 <0.048 <0.061 NA <0.500 10.2 <0.190 <0.044 <0.044 <4.43 NA <3.71 NA <5.15 <2.68 <1.13 <4.33 <4.22 <4.02 <3.61
09/20/21 <0.180 <0.170 NA <0.500 11.1 <0.470 <0.220 <0.21 <7.26 NA <4.32 NA <7.42 <6.32 <1.12 <7.06 <8.04 <6.47 <5.53
09/06/22 <MDL <MDL NA <MDL 9.4 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL
03/14/23 <MDL <MDL NA <MDL 7.74 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL
10/17/23 <MDL <MDL NA <MDL 5.89 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL
01/25/11 4.4 <1.0 1.5 <1.0 4.6 5.8 <1.0 6.2 <6.1 NA NA NA <6.1 NA NA NA <6.1 <6.1 <6.1
08/21/14 61 1.6 NA <5 9.3 66 2.4 104 <10 NA NA NA <10 NA 44 60 61 <10 <10
03/13/18 56 0.61 J NA <5.0 10 68 0.76 J 73 <11 NA NA NA <11 NA 31 39 41 <11 <1109/21/18 59.6 1.8 11.7 < 1.0 8.8 74.7 < 1.0 96.7 < 10 NA NA NA < 10 NA 60.3 77.8 83.7 <10 <1003/26/19 74.9 1.8 NA 13.50 15.5 76.7 1.6 125.3 < 10 NA NA NA < 10 NA 52.9 70.1 70.2 < 10 < 1009/26/19 66 3.2 NA 0.45 J 15 68 2.2 110 < 10 NA NA NA < 10 NA 39 48 52 3.6 J < 1003/16/20 70 2.0 NA 0.51 J 16 86 1.8 110 < 10 NA NA NA < 10 NA 33 42 40 3.3 J < 1009/22/20 25 2.8 NA <5.0 2.8 J 15 1.1 41 < 10 NA NA NA 4.6 J NA 10 9.9 J 13 <10 < 1003/16/21 78.5 7.55 NA <0.500 13.0 76.7 2.45 161 <4.43 NA <3.67 NA 11.5 <2.65 41.6 51.8 56.4 <3.98 <3.5709/20/21 92.8 3.60 NA <0.500 10.4 227 1.59 162 <7.22 NA <4.41 NA 15.6 <6.45 59.5 73.7 77.0 <6.59 <5.6404/27/22 55.1 3.15 NA <MDL 5.19 219 1.10 168 <MDL NA <MDL NA <MDL <MDL 34.0 40.9 46.6 <MDL <MDL09/07/22 62.0 4.65 NA <MDL 4.03 100 1.07 152 <MDL NA <MDL NA <MDL <MDL 28.5 33.5 34.3 <MDL <MDL03/14/23 47.3 1.71 NA <MDL 2.62 108 0.616 111 <MDL NA <MDL NA <MDL <MDL 59.2 105 200 <MDL <MDL10/17/23 26.0 2.44 NA <MDL 1.09 36.8 0.300 J 44.6 <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL01/25/11 <1.0 <1.0 1.1 <1.0 58.3 8.0 <1.0 2.2 <6.0 NA <MDL NA <6.0 <MDL <6.0 <6.0 <6.0 <6.0 <6.008/21/14 NO SAMPLE COLLECTED - 0.2 FEET OF FREE PRODUCT04/28/22 <MDL <MDL NA <MDL 40.7 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL 2.06 <MDL <MDL
09/07/22 <MDL <MDL NA <MDL 21.2 1.65 <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL
10/17/23 <MDL <MDL NA <MDL 9.58 16.3 <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL 2.26 1.07 J
01/27/11 4.8 50.4 22.6 <2.0 <2.0 123 7.6 115.5 <54.9 NA NA NA 103 NA NA NA 81.7 119 <54.9
08/21/14 <0.50 7.6 NA <5.0 <5.0 2.5 J <1.0 5.1 10 NA NA NA 38 NA 110 150 32 49 18
10/21/16 NO SAMPLE COLLECTED - 0.14 FEET OF FREE PRODUCT
03/13/18 NO SAMPLE COLLECTED - 0.06 FEET OF FREE PRODUCT
03/14/23 <MDL <MDL NA <MDL <MDL 37.2 <MDL <MDL <MDL <MDL <MDL <MDL 70.4 <MDL 85.6 63.4 <MDL 86.3 57.4
01/25/11 NO SAMPLE COLLECTED - 0.92 FEET OF FREE PRODUCT
08/21/14 NO SAMPLE COLLECTED - 0.02 FEET OF FREE PRODUCT
10/21/16 NO SAMPLE COLLECTED - 0.08 FEET OF FREE PRODUCT
06/19/17 NO SAMPLE COLLECTED - 0.06 FEET OF FREE PRODUCT03/14/18 NO SAMPLE COLLECTED - 0.12 FEET OF FREE PRODUCT09/21/18 NO SAMPLE COLLECTED - 0.11 FEET OF FREE PRODUCT09/20/21 0.575 <0.170 NA <0.500 2.43 4.16 0.227 J <0.21 <7.26 NA <4.32 NA <7.42 <6.32 12.5 11.9 <8.04 <6.47 <5.5301/25/11 NO SAMPLE COLLECTED - 0.82 FEET OF FREE PRODUCT08/21/14 NO SAMPLE COLLECTED - WELL NOT LOCATED09/20/21 <0.180 <0.170 NA <0.500 0.288 J 5.80 <0.220 <0.21 <7.33 NA <4.37 NA <7.49 <6.39 74.9 36.4 92.6 97.6 7401/25/11 NO SAMPLE COLLECTED - 0.58 FEET OF FREE PRODUCT08/21/14 NO SAMPLE COLLECTED - 1.05 FEET OF FREE PRODUCT
MW-13
MW-11
MW-12
MW-10
MW-9
MW-16
MW-15/
RW-4
MW-14/
RW-21
Page 2 of 4
TABLE 6Summary of Select Historical Groundwater Sampling ResultsSchneider National Carriers, Incident # 277652420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
VOCs by SM 6200B SVOCs by EPA 625
Well ID
Date
Collected
(mm/dd/yy)Anthracene1 600 70 70 20 6 600 500 80 2,000 200 3 300 0.05 1 30 6 200 200
GCL 5,000 84,500 25,000 70,000 20,000 6,000 260,000 85,500 2,120 2,000 200 170 990 0.05 1,000 12,500 6,000 410 200PyreneNaphthaleneEthylbenzeneIsopropyl etherBis(2-ethyhexyl) phthalateAnalytical Method
PhenathreneNaphthalene2-Methylnaphthalene1-MethylnaphthaleneFluoreneTotal XylenesTolueneIsopropylbenzeneBenzeneMethyl tert-butyl etherBenzo(g,h,i)peryleneIndeno(1,2,3-cd)pyreneAcenaphtheneContaminant of Concern
2L Standard
01/25/11 4.3 <1.0 1.2 1.4 148 6.0 <1.0 1.7 <6.0 NA 7.3 NA NA NA <6.0 8.9 <6.008/21/14 NO SAMPLE COLLECTED - 0.16 FEET OF FREE PRODUCT10/07/15 NO SAMPLE COLLECTED - 0.05 FEET OF FREE PRODUCT03/14/18 NO SAMPLE COLLECTED - 0.05 FEET OF FREE PRODUCT09/21/18 NO SAMPLE COLLECTED - 0.25 FEET OF FREE PRODUCT03/26/19 NO SAMPLE COLLECTED - 0.09 FEET OF FREE PRODUCT09/26/19 <0.50 <1.0 NA 1.1 J 89 5.6 <1.0 <3.0 <10 NA NA NA <10 NA 3.2 J <10 <10 <10 <1003/16/20 <0.50 <1.0 NA 0.93 J 68 7.7 <1.0 <3.0 <10 NA NA NA <10 NA 45 <10 <10 <10 2509/22/20 <0.50 <1.0 NA 1.0 J 85 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA 80 62 <10 73 3003/16/21 <0.048 <0.061 NA 0.757 58.2 4.18 <0.044 <0.044 <4.39 NA <3.67 NA <5.10 <2.65 4.38 J <4.28 <4.18 <3.98 <3.5704/27/22 <MDL <MDL <MDL <MDL 40.7 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL 4.82 J <MDL <MDL <MDL <MDL09/06/22 <MDL <MDL <MDL <MDL 49.7 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL03/14/23 <MDL <MDL NA 0.577 41.5 2.2 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL 2.46 3.50
10/18/23 <MDL <MDL NA <MDL 18.2 14.8 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL 1.88 J
01/27/11 <1.0 <1.0 1.4 <1.0 16 9.7 <1.0 5.3 <5.8 NA NA NA <5.8 NA NA NA <5.8 <5.8 <5.8
08/21/14 <0.50 <1.0 NA <5.0 11 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
10/07/15 <0.50 <1.0 NA <5.0 13 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
10/20/16 <0.50 <1.0 NA <5.0 9.1 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
03/13/18 <0.50 <1.0 NA <5.0 10 2.5 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
09/21/18 <1.0 <1.0 <1.0 <1.0 6.6 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
03/26/19 <1.0 <1.0 <1.0 <1.0 9.5 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
09/26/19 <0.50 <1.0 NA <5.0 10 0.75 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
03/16/20 <0.50 <1.0 NA <5.0 5.1 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
09/22/20 <0.50 <1.0 NA <5.0 7.0 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1003/16/21 <0.048 <0.061 NA <0.500 2.84 0.537 J <0.044 <0.044 <4.43 NA <3.67 NA <5.10 <2.65 <1.12 <4.28 <4.18 <3.98 <3.5704/28/22 <MDL <MDL NA <MDL 5.44 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL09/07/22 <MDL <MDL NA <MDL 4.32 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL03/15/23 <MDL <MDL NA <MDL 11.1 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL10/17/23 <MDL <MDL NA <MDL 8.70 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL01/25/11 <1.0 <1.0 <1.0 <1.0 24 <2.0 <1.0 <3.0 <6.2 NA NA NA <6.2 NA NA NA <6.2 <6.2 <6.2
08/21/14 <0.50 <1.0 NA <5.0 14 2.2 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
10/07/15 <0.50 <1.0 NA <5.0 16 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
10/20/16 <0.50 <1.0 NA <5.0 9.5 0.54 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
03/13/18 <0.50 <1.0 NA <5.0 9.4 0.88 J <1.0 <3.0 <11 NA NA NA <11 NA <11 <11 <11 <11 <11
09/21/18 <1.0 <1.0 <1.0 <1.0 6.9 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1003/26/19 <1.0 <1.0 2.5 <1.0 3.9 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1009/26/19 <0.50 <1.0 NA <5.0 5.4 0.48 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1003/16/20 <0.50 <1.0 NA <5.0 6.0 0.58 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
09/22/20 <0.50 <1.0 NA <5.0 4.8 J <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
03/16/21 <0.048 <0.061 NA <0.500 5.45 <0.190 <0.044 <0.044 <4.56 NA <3.67 NA <5.10 <2.65 <1.12 <4.28 <4.18 <3.98 <3.57
04/28/22 <MDL <MDL NA <MDL 0.882 J 3.95 <MDL <MDL <MDL NA <MDL NA <MDL <MDL 19.1 17.9 <MDL <MDL <MDL
09/06/22 <MDL <MDL NA <MDL 3.89 <MDL <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL
03/14/23 <MDL <MDL NA <MDL 3.50 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL 2.55 1.79 <MDL <MDL <MDL
03/14/23 <MDL <MDL NA <MDL 2.53 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL
01/25/11 NO SAMPLE COLLECTED - WELL NOT LOCATED
08/21/14 WELL NOT SAMPLED - NO RECHARGE
10/07/15 <0.50 <1.0 NA <5.0 15 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
10/21/16 <0.50 <1.0 NA <5.0 6.8 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
03/13/18 <0.50 <1.0 NA <5.0 2.0 J <5.0 <1.0 <3.0 <11 NA NA NA <11 NA <11 <11 <11 <11 <1109/21/18 <1.0 <1.0 <1.0 <1.0 4.5 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1003/26/19 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1009/26/19 <0.50 <1.0 NA <5.0 0.31 J <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1003/16/20 <0.50 <1.0 NA <5.0 0.39 J <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1009/22/20 <0.50 <1.0 NA <5.0 <5.0 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
01/25/11 <1.0 <1.0 1.1 <1.0 23 4.4 <1.0 1.4 <5.8 NA NA NA <5.8 NA NA NA <5.8 <5.8 <5.8
08/26/14 <0.50 <1.0 NA <5.0 32 <5.0 <1.0 <3.0 <11 NA NA NA <11 NA <11 <11 <11 <11 <11
10/07/15 <0.50 <1.0 NA <5.0 19 2.5 J <1.0 <3.0 <11 NA NA NA <11 NA 5.4 J 5.0 J <11 <11 <11
10/20/16 <0.50 <1.0 NA <5.0 18 <5.0 <1.0 <3.0 <11 NA NA NA 16 NA 42 46 <11 21 12
MW-21
MW-17
MW-18
MW-19
MW-20
Page 3 of 4
TABLE 6Summary of Select Historical Groundwater Sampling ResultsSchneider National Carriers, Incident # 277652420 Starita Road, Charlotte, NCS&ME Project No. 4335-17-113
VOCs by SM 6200B SVOCs by EPA 625
Well ID
Date
Collected
(mm/dd/yy)Anthracene1 600 70 70 20 6 600 500 80 2,000 200 3 300 0.05 1 30 6 200 200
GCL 5,000 84,500 25,000 70,000 20,000 6,000 260,000 85,500 2,120 2,000 200 170 990 0.05 1,000 12,500 6,000 410 200PyreneNaphthaleneEthylbenzeneIsopropyl etherBis(2-ethyhexyl) phthalateAnalytical Method
PhenathreneNaphthalene2-Methylnaphthalene1-MethylnaphthaleneFluoreneTotal XylenesTolueneIsopropylbenzeneBenzeneMethyl tert-butyl etherBenzo(g,h,i)peryleneIndeno(1,2,3-cd)pyreneAcenaphtheneContaminant of Concern
2L Standard
01/25/11 <1.0 <1.0 <1.0 <1.0 31 <2.0 <1.0 <3.0 <6.0 NA NA NA <6.0 NA NA NA <6.0 <6.0 <6.008/21/14 <0.50 <1.0 NA <5.0 19 0.73 J <1.0 <3.0 <1.0 NA NA NA <1.0 NA <1.0 <1.0 <1.0 <1.0 <1.010/07/15 <0.50 <1.0 NA <5.0 11 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1010/20/16 <0.50 <1.0 NA <5.0 9.8 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
01/27/11 2.8 2.8 4.9 <1.0 65 17 <1.0 9.3 <6.2 NA NA NA <6.2 NA NA NA 8.4 <6.2 <6.2
08/21/14 2.2 2.2 NA <5.0 24 22 <1.0 12 <10 NA NA NA <10 NA 33 26 17 6.1 J <10
10/07/15 NO SAMPLE COLLECTED - 0.12 FEET OF FREE PRODUCT
10/21/16 NO SAMPLE COLLECTED - 0.32 FEET OF FREE PRODUCT
06/19/17 NO SAMPLE COLLECTED - 0.07 FEET OF FREE PRODUCT
03/14/18 NO SAMPLE COLLECTED - 0.15 FEET OF FREE PRODUCT
09/20/21 3.91 3.21 NA <0.500 16.1 43.8 <0.220 6.65 <7.33 NA <4.37 NA <7.49 <6.39 28.80 21.50 11.3 9.17 J <5.58
01/27/11 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <2.0 <5.7 NA NA NA <5.7 NA NA NA <5.7 <5.7 <5.7
08/21/14 <0.50 <1.0 NA <5.0 <5.0 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
10/07/15 <0.50 <1.0 NA <5.0 <5.0 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
04/28/22 <MDL <MDL NA <MDL <MDL 0.575 J <MDL <MDL <MDL NA <MDL NA <MDL <MDL <MDL <MDL <MDL <MDL <MDL
RW-5 03/14/23 <MDL <MDL <MDL <MDL <MDL 20.0 <MDL <MDL <MDL 57.9 <MDL 18.1 J 239 <MDL 654 845 <MDL 457 177
RW-7 10/07/15 1.4 4.6 NA <5.0 11 22 0.52 J 2.2 J <10 NA NA NA <10 NA <10 <10 <10 15 14
RW-9 10/07/15 33 0.52 J NA 2.3 J 260 25 1.3 66 <10 NA NA NA 2.8 J NA 15 17 16 4.2 J <10
RW-15 10/18/23 <MDL <MDL <MDL <MDL 3.41 18.6 <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL <MDL 6.44 J 11.3
10/20/16 <0.50 <1.0 NA <5.0 8.2 <5.0 <1.0 <3.0 <11 NA NA NA 6.3 J NA 8.4 J 4.5 J <11 5.4 J <10
03/13/18 <0.50 <1.0 NA <5.0 8.7 <5.0 <1.0 <3.0 <11 NA NA NA <11 NA <11 <11 <11 <11 <11
09/21/18 <1.0 <1.0 <1.0 <1.0 6.1 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
03/26/19 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <10
09/26/19 <0.50 <1.0 NA <5.0 5.9 <5.0 <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1003/16/20 <0.50 <1.0 NA <5.0 2.9 J 1.3 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1009/22/20 <0.50 <1.0 NA <5.0 2.7 J 0.35 J <1.0 <3.0 <10 NA NA NA <10 NA <10 <10 <10 <10 <1003/16/21 <0.048 <0.061 NA <0.500 3.70 2.03 <0.044 <0.044 <4.56 NA 5.18 J NA <5.30 3.76 J <1.17 <4.45 <4.35 <4.13 <3.71
NOTES:
All results reported in micrograms per liter (ug/L)
NS = not sampledNA = Analyte not reportedHighlighted indicates concentration above 2L standard
J : Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
E : Estimated concentration above the calibration range
2L Standard : 15A NCAC 2L .202 Groundwater Groundwater Quality Standards
GCL : Gross Contaminantion Level
Value : greater than the laboratory method reporting limitValue: greater than the 2L Standard
Value : greater than the GCL
MW-22
RW-23
MW-24
MW-23
Page 4 of 4
Date
0.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 4.0 4.0 - 5.0 5.0 - 5.46 0.5 1.5 2.5 3.5 4.5 5.2316,000 5,900 4,600 2,900 900 400 8,000 8,900 11,500 10,200 4,100 2,1000.0 - 2.0 2.0 - 4.0 4.0 - 4.21 1.0 3.0 4.10521,200 7,800 2,700 21,200 23,400 11,1000.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.13 0.5 1.5 3.0 4.06514,800 12,400 5,200 2,100 7,400 18,600 15,600 8,5000.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.89 0.5 1.5 3.0 4.445
8,586 12,306 18,124 6,989 4,300 18,500 54,400 31,1000.0 - 1.0 1.0 - 3.0 3.0 - 3.95 0.5 2.0 3.47522,000 4,500 2,200 11,000 9,000 7,600
0.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 4.0 4.0 - 4.38 0.5 1.5 2.5 3.5 4.1921,400 11,400 6,800 2,300 600 10,700 17,100 17,000 8,100 2,5000.0 - 1.0 1.0 - 2.0 2.0 - 4.45 0.5 1.5 3.225
15,300 17,100 6,800 7,700 25,700 21,900
0.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.41 0.5 1.5 3.0 4.20510,600 12,300 4,700 1,100 5,300 18,500 14,100 4,6000.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.16 0.5 1.5 3.0 4.08
19,400 14,300 6,800 1,000 9,700 21,500 20,400 4,1000.0 - 1.0 1.0 - 2.0 2.0 - 2.71 2.0 - 9.42 0.5 1.5 2.355 5.7126,100 9,600 4,100 600 13,100 14,400 9,700 3,4000.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.61 0.25 0.75 1.5 2.305
24,300 6,400 2,600 500 6,100 4,800 3,900 1,200
0.0 - 0.25 0.25 - 0.5 0.5 - 1.0 >1 0.125 0.375 0.75 1.01
23,100 10,100 10,200 140 2,900 3,800 7,700 140
0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.95 0.25 0.75 1.5 2.475
34,700 9,200 2,500 880 8,700 6,900 3,800 2,180
0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 3.54 0.25 0.75 1.50 2.500 3.27
18,200 2,300 1,300 550 280 4,600 1,700 2,000 1,380 920
0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.71 0.25 0.75 1.50 2.355
20,574 4,092 2,019 183 5,100 3,100 3,000 400
0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.20 0.25 0.75 1.50 2.1018,573 3,058 1,475 128 4,600 2,300 2,200 3000.0 - 0.5 0.5 - 0.7 0.25 0.6
14,002 665 3,500 400
0.0 - 0.25 0.25
18,100 4,500
0.0 - 0.5 0.25
11,689 2,900
0.0 - 0.5 0.25
19,000 4,800
0.0 - 0.5 0.5 - 0.78 0.25 0.75
7,109 1,168 1,800 900
0.0 - 0.5 0.5 - 0.86 0.25 0.755,885 535 1,500 4000.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 3.35 0.5 1.5 2.5 3.1757,349 1,991 791 158 3,700 3,000 2,000 500
0.0 - 1.0 1.0 - 1.86 0.5 1.43
20,489 1,914 10,200 2,700
0.0 - 1.0 1.0 - 1.18 0.5 1.09
13,090 762 6,500 800
0.0 - 0.87 0.44
3,150 1,400
March 2023
October 2023
Free Product Volume EstimationTABLE 7
Surface Area between FP Thickness Contours (ft2)Average FP Thickness (ft) * Area (ft2) = Bulk Volume (ft3)
Between Contours
August 2005
April 2009
April 2010
November 15-16, 2010*
November 30, 2010**
January 2011
March 1-3, 2011*
March 11, 2011**
May 2013
March 2014
August 2014
October 2015
October 2016
S&ME Project No. 4335-17-1132420 Starita Road, Charlotte, NCSchneider National Carriers, Incident # 27765
June 2017
September 2018
March 2018
September 2022
March 2019
September 2019
March 2020
September 2020
March/April 2021
September 2021
April 2022
Page 1 of 2
Free Product Volume EstimationTABLE 7
S&ME Project No. 4335-17-1132420 Starita Road, Charlotte, NCSchneider National Carriers, Incident # 27765
Date Total Gallons Total Pounds
0.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 4.0 4.0 - 5.0 5.0 - 5.5 0.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 4.0 4.0 - 5.0 5.0 - 5.52,000 2,200 2,900 2,600 1,000 500 4,500 4,900 6,500 5,800 2,200 1,1000.0 - 2.0 2.0 - 4.0 4.0 - 4.21 0.0 - 2.0 2.0 - 4.0 4.0 - 4.215,300 5,900 2,800 11,900 13,200 6,3000.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.13 0.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.131,900 4,700 3,900 2,100 4,300 10,500 8,800 4,7000.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.89 0.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.891,100 4,600 13,600 7,800 2,500 10,300 30,500 `0.0 - 1.0 1.0 - 3.0 3.0 - 3.95 0.0 - 1.0 1.0 - 3.0 3.0 - 3.95
2,800 2,300 1,900 6,300 5,200 4,300
0.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 4.0 4.0 - 4.38 0.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 4.0 4.0 - 4.382,700 4,300 4,300 2,000 600 6,100 9,600 9,600 4,500 1,3000.0 - 1.0 1.0 - 2.0 2.0 - 4.45 0.0 - 1.0 1.0 - 2.0 2.0 - 4.45
1,900 6,400 5,500 4,300 14,400 12,3000.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.41 0.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.411,300 4,600 3,500 1,200 2,900 10,300 7,900 2,700
0.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.16 0.0 - 1.0 1.0 - 2.0 2.0 - 4.0 4.0 - 4.16
2,400 5,400 5,100 1,000 5,400 12,100 11,400 2,2000.0 - 1.0 1.0 - 2.0 2.0 - 2.71 2.0 - 9.42 0.0 - 1.0 1.0 - 2.0 2.0 - 2.71 2.0 - 9.423,300 3,600 2,400 900 7,400 8,100 5,400 2,000
0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.61 0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.611,500 1,200 1,000 300 3,400 2,700 2,200 7000.0 - 0.25 0.25 - 0.5 0.5 - 1.0 >1 0.0 - 0.25 0.25 - 0.5 0.5 - 1.0 >1
700 1,000 1,900 40 1,600 2,200 4,300 100
0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.95 0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.952,200 1,700 1,000 550 4,900 3,800 2,200 1,2000.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.95 3.0 - 3.54 0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.95 3.0 - 3.54
1,200 400 500 350 230 2,700 900 1,100 800 5000.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.71 0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.711,300 800 800 100 2,900 1,800 1,800 200
0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.20 0.0 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 - 2.20
1,200 600 600 100 2,700 1,300 1,300 2000.0 - 0.5 0.5 - 0.7 0.0 - 0.5 0.5 - 0.79001002,000 200
0.0 - 0.5 0.0 - 0.5
1,100 2,5000.0 - 0.5 0.0 - 0.57001,600
0.0 - 0.5 0.0 - 0.5
1,200 2,700
0.0 - 0.5 0.5 - 0.64 0.0 - 0.5 0.5 - 0.64
500 200 1,100 400
0.0 - 0.5 0.5 - 0.86 0.0 - 0.5 0.5 - 0.86
400 100 900 200
0.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 3.35 0.0 - 1.0 1.0 - 2.0 2.0 - 3.0 3.0 - 3.35
900 800 500 100 2,000 1,800 1,100 200
0.0 - 1.0 1.0 - 1.86 0.0 - 1.0 1.0 - 1.86
2,600 700 5,800 1,600
0.0 - 1.0 1.0 - 1.18 0.0 - 1.0 1.0 - 1.18
1,600 200 3,600 400
0.0 - 0.87 0.0 - 0.87
400 900
Notes:
Date: Date of Free Product Thickness Maps
FP = Free Product
FP Thickness Contours based on FP measured in the monitor/recovery wells
Estimated FP Thickness in Aquifer based on "Pancake theory" with ~85% times FP in aquifer as that in the well.
FP calculations rounded to nearest 100
FP volume based on an assumed 30% aquifer porosity
* - Calculation based on pre-AFVR liquid level measurements
** - Calculation based on post-AFVR liquid level measurements
March 2023 4,000 29,500
900 6,600October 2023
April 2022 3,800 28,000
March 2020 1,600 11,800
2,700 19,900September 2020
March 2019 2,200 16,200
September 2019 18,4002,500
159,900
231,400
September 2018 5,500 40,500
89,200
44,200
March 2018 6,700 49,400
228,500
175,400
229,200
168,800
66,300
60,400
October 2016 12,100
June 2017 6,000
208,600
319,100
116,400
219,600
March 2014 22,900
November 15-16, 2010* 43,300
November 30, 2010** 15,800
January 2011 29,800
October 2015 8,200
April 2009 31,400
April 2010 28,300
August 2014 9,000
March 1-3, 2011*31,000
March 11, 2011** 23,800
May 2013 31,100
11,100March/April 2021 1,500
1,100 8,100September 2021
Estimated FP Volume (ft3*7.48 gal/ft3) x 30% porosity
September 2022 7,400 54,500
Estimated FP Thickness in Aquifer Volume (ft3) Between Contours
(3:1 ratio)
August 2005 21,700
Page 2 of 2

Appendix III – Groundwater Sampling Field Forms
° F
Date Time
15.00 ft-TOC inch
32.35 ft-TOC gal
17.35 feet gal
ft-GRD gal
ft-GRD
11:40 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
12:00
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
PH meter broke
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
Total Volume Purged:9.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 14.2
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:11:59
Total Well Depth:Well Volume 2.8
Height of Water Column:3 * Well Volume 8.5
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 18, 2023
Sampled By: LB Slagle Sample Time: 12:00
Project Number: 4335-17-113 Purge Date: October 18, 2023
Source Well:MW-1A Purge Time (Min.): 19
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
° F
Date Time
16.15 ft-TOC inch
22.00 ft-TOC gal
5.85 feet gal
ft-GRD gal
ft-GRD
13:58 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
14:10
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
PH meter broke
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
Total Volume Purged:3.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 4.8
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:14:09
Total Well Depth:Well Volume 1.0
Height of Water Column:3 * Well Volume 2.9
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 18, 2023
Sampled By: LB Slagle Sample Time: 14:10
Project Number: 4335-17-113 Purge Date: October 18, 2023
Source Well:MW-6/RW-1 Purge Time (Min.): 11
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
° F
Date Time
16.70 ft-TOC inch
24.85 ft-TOC gal
8.15 feet gal
ft-GRD gal
ft-GRD
13:46 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
14:00
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
PH meter broke
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
Total Volume Purged:4.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 6.6
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:13:58
Total Well Depth:Well Volume 1.3
Height of Water Column:3 * Well Volume 4.0
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 17, 2023
Sampled By: LB Slagle Sample Time: 14:00
Project Number: 4335-17-113 Purge Date: October 17, 2023
Source Well:MW-10 Purge Time (Min.): 12
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
° F
Date Time
14.58 ft-TOC inch
25.30 ft-TOC gal
10.72 feet gal
ft-GRD gal
ft-GRD
11:32 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
11:36 6.2 21 457
11:39 6.1 20.5 195
11:40 6.1 20.8 1
11:45
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
pH
Air Temp:
October 17, 2023
60s
11:45Sample Time:
Sample Date:
Weather:
Locked?:
Sampled By:
Yes
LB Slagle
Sunny
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter
Conductivity
2
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:11:40
Total Well Depth:Well Volume
Height of Water Column:3 * Well Volume
Screen Length:5 * Well Volume
1.7
5.2
8.7
2.0
Total Volume Purged:5.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
3.0
5.0
(Gal)
Analytical Data
Method Method
9/13/17 8:00 AM
Name Signature
Laura Beth Slagle
Date
10/18/2023
Container
Sample Method:Sample Time:Bailer
VOCs 602 + MTBE, IPE, xylenes
SVOCs PAH 8270 SIM
8Purge Time (Min.):
GROUNDWATER SAMPLING FORM
Project Name:
Project Location:
Project Number:
Source Well:
Schneider National Trucking
2420 Starita Road, Charlotte, NC
4335-17-113
MW-11
Purge Date: October 17, 2023
° F
Date Time
11.40 ft-TOC inch
21.04 ft-TOC gal
9.64 feet gal
ft-GRD gal
ft-GRD
12:46 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
12:48 6.6 22.1 757
12:50 6.5 22 756
12:55 6.5 22.3 767
13:00
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
2.0
3.0
5.0
Total Volume Purged:5.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 7.9
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:12:58
Total Well Depth:Well Volume 1.6
Height of Water Column:3 * Well Volume 4.7
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 17, 2023
Sampled By: LB Slagle Sample Time: 13:00
Project Number: 4335-17-113 Purge Date: October 17, 2023
Source Well:MW-12 Purge Time (Min.): 12
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
° F
Date Time
17.62 ft-TOC inch
30.00 ft-TOC gal
12.38 feet gal
ft-GRD gal
ft-GRD
09:22 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
09:45
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
PH meter broke
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
Total Volume Purged:6.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 10.1
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:09:40
Total Well Depth:Well Volume 2.0
Height of Water Column:3 * Well Volume 6.1
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 18, 2023
Sampled By: LB Slagle Sample Time: 09:45
Project Number: 4335-17-113 Purge Date: October 18, 2023
Source Well:MW-17 Purge Time (Min.): 18
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
° F
Date Time
16.64 ft-TOC inch
29.70 ft-TOC gal
13.06 feet gal
ft-GRD gal
ft-GRD
15:10 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
15:20
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
PH meter broke
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
Total Volume Purged:7.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 10.7
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:15:20
Total Well Depth:Well Volume 2.1
Height of Water Column:3 * Well Volume 6.4
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 17, 2023
Sampled By: LB Slagle Sample Time: 15:20
Project Number: 4335-17-113 Purge Date: October 17, 2023
Source Well:MW-18 Purge Time (Min.): 10
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
° F
Date Time
17.82 ft-TOC inch
25.30 ft-TOC gal
7.48 feet gal
ft-GRD gal
ft-GRD
08:48 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
09:00
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
PH meter broke
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
Total Volume Purged:4.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 6.1
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:08:58
Total Well Depth:Well Volume 1.2
Height of Water Column:3 * Well Volume 3.7
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 18, 2023
Sampled By: LB Slagle Sample Time: 09:00
Project Number: 4335-17-113 Purge Date: October 18, 2023
Source Well:MW-19 Purge Time (Min.): 10
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
° F
Date Time
17.10 ft-TOC inch
30.22 ft-TOC gal
13.12 feet gal
ft-GRD gal
ft-GRD
10:50 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
11:00
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
PH meter broke
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
Total Volume Purged:7.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 10.7
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:10:58
Total Well Depth:Well Volume 2.1
Height of Water Column:3 * Well Volume 6.4
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 18, 2023
Sampled By: LB Slagle Sample Time: 11:00
Project Number: 4335-17-113 Purge Date: October 18, 2023
Source Well:MW-24 Purge Time (Min.): 8
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
° F
Date Time
12.71 ft-TOC inch
28.09 ft-TOC gal
15.38 feet gal
ft-GRD gal
ft-GRD
14:15 End Time:
gal
Time pH Temp Cond Turbidity
(s.u.)(°C) µS/cm (NTU)
14:45
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
2 1L A None
(1)
Notes:
Form Revision Date:
Laura Beth Slagle 10/18/2023
PH meter broke
9/13/17 8:00 AM
Name Signature Date
SVOCs PAH 8270 SIM
Analytical Data
Method Method Container
VOCs 602 + MTBE, IPE, xylenes
Sample Method:Bailer Sample Time:
(Gal)
Total Volume Purged:30.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 50.2
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:14:40
Total Well Depth:Well Volume 10.0
Height of Water Column:3 * Well Volume 30.1
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 4
pH
Conductivity
Weather: Sunny Air Temp: 60s
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?: Yes Sample Date: October 18, 2023
Sampled By: LB Slagle Sample Time: 14:45
Project Number: 4335-17-113 Purge Date: October 18, 2023
Source Well:RW-15 Purge Time (Min.): 25
GROUNDWATER SAMPLING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC
Date
(1)
Revision:9/1/17 12:50 PM
11.41 53.5
0.04
Water Level & Well Data
Depth to
Free
Product
(ft-TOC)
Depth to
Water
(ft-TOC)
Well ID
Top of
Screen
Depth
(ft-TOC)
Free
Product
Thickness
(feet)
Flush Mount
/ Stick Up
NP 16.73 17.3
Laura Beth Slagle
Total Well
Depth
(ft-TOC)
0.00
RW-14 NP
RW-6
Time
MW-7 0.00
16.26 16.28 30.0 0.02
RW-8 NP 15.07 30.0 0.00
MW-13 15.76
Name
DMW-1
10/18/2023
Signature
MW-3/RW-12 NP 13.64 20.0
MW-9 12.61 12.62 25.0
RW-9
15.80 27.0
MW-2/RW-11
0.00
MW-4/RW-10 14.58 15.09 20.0 0.51
15.50 15.92
0.01
18.0 0.1015.9015.80
NP
0.12
12.81 30.0 0.00
NP 13.55 27.0 0.00
Notes:
Free Product
Below Top of
Well Screen?
(Yes/No)
NP
No
NP
No
No
NP
No
No
NP
NP
No
NP
Screen
Length
(feet)
All measurements were collected from the Top of Casing (TOC)
NP = Not Present
RW-7 NP 14.13 23.0 NP 0.00
30.0 0.42
RW-16
RW-5 15.33 15.45 23.0 No
FREE PRODUCT AND WATER LEVEL GAUGING FORM
60s
Date:
Air Temp. (°F):
Schneider National Trucking
2420 Starita Road, Charlotte, NC
4335-17-113
Sunny
Project Number: October 17, 2023
Project Name:
Project Location:
Weather:
Date
(1)
Revision:
Notes:All measurements were collected from the Top of Casing (TOC)
NP = Not Present
RW-23: recovery well is broken.
9/1/17 12:50 PM
Name Signature
Laura Beth Slagle 10/18/2023
0.00
MW-14/RW-21 NP 18.40 20.0 NP 0.00
RW-19 NP 17.97 30.0 NP
0.00
MW-23 18.98 19.85 30.0 No 0.87
MW-8/RW18 NP 13.45 25.0 NP
Water Level & Well Data
Well ID Time
Flush Mount
/ Stick Up
Depth to
Free
Product
(ft-TOC)
Depth to
Water
(ft-TOC)
Total Well
Depth
(ft-TOC)
Screen
Length
(feet)
Top of
Screen
Depth
(ft-TOC)
Free Product
Below Top of
Well Screen?
(Yes/No)
Free
Product
Thickness
(feet)
Project Number: 4335-17-113 Date: October 17, 2023
Weather: Sunny Air Temp. (°F): 60s
FREE PRODUCT AND WATER LEVEL GAUGING FORM
Project Name: Schneider National Trucking
Project Location: 2420 Starita Road, Charlotte, NC

Appendix IV – Laboratory Reports

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

10/25/2023
S&ME, Inc - Charlotte Laura Beth Slagle
2016 Ayrsley Town Blvd. Suite 2-A
Charlotte, NC, 28273
Ref: Analytical Testing Lab Report Number: 23-292-0003
Client Project Description: Schneider National
Dear Laura Beth Slagle:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 10/19/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Danyale Love Project Manager
Page 1 of 65
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202437735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202499012State ProgramSouth Carolina
12/31/202399012State ProgramSouth Carolina
Page 1 of 1 00016/23-292-0003
Page 2 of 65
Report Number:
Sample Summary Table
Client Project Description:
23-292-0003
Schneider National
Lab No Client Sample ID Matrix Date Collected Date Received
10/18/2023 12:00Aqueous 97976 MW-1A 10/19/2023 15:39
10/18/2023 14:10Aqueous 97977 MW-6/RW-1 10/19/2023 15:39
10/17/2023 14:00Aqueous 97978 MW-10 10/19/2023 15:39
10/17/2023 11:45Aqueous 97979 MW-11 10/19/2023 15:39
10/17/2023 13:00Aqueous 97980 MW-12 10/19/2023 15:39
10/18/2023 09:45Aqueous 97981 MW-17 10/19/2023 15:39
10/17/2023 15:02Aqueous 97982 MW-18 10/19/2023 15:39
10/18/2023 09:00Aqueous 97983 MW-19 10/19/2023 15:39
10/18/2023 11:00Aqueous 97984 MW-24 10/19/2023 15:39
10/18/2023 14:45Aqueous 97985 RW-15 10/19/2023 15:39
Page 3 of 65
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-292-0003
Report Limit
Project:Schneider National
V 97976MW-1A
39.5 10/23/2023 19:596200BMethyl tert-butyl ether (MTBE)µg/L 0.140
13.3 10/23/2023 19:596200BNaphthaleneµg/L 0.470
J1.11 10/24/2023 20:09625.1 Fluorene µg/L 0.807
2.86 10/24/2023 20:09625.1 Phenanthrene µg/L 0.428
J0.830 10/24/2023 20:09625.1 Pyrene µg/L 0.434
V 97977MW-6/RW-1
1.68 10/23/2023 20:246200BBenzeneµg/L 0.180
0.538 10/23/2023 20:246200BEthylbenzeneµg/L 0.170
3.77 10/23/2023 20:246200BMethyl tert-butyl ether (MTBE)µg/L 0.140
24.7 10/23/2023 20:246200BNaphthaleneµg/L 0.470
38.8 10/24/2023 20:32625.1 1-Methylnaphthalene µg/L 1.14
35.3 10/24/2023 20:32625.1 2-Methylnaphthalene µg/L 0.666
25.5 10/24/2023 20:32625.1 Phenanthrene µg/L 0.428
11.9 10/24/2023 20:32625.1 Pyrene µg/L 0.434
V 97978MW-10
5.89 10/19/2023 14:476200BMethyl tert-butyl ether (MTBE)µg/L 0.140
V 97979MW-11
26.0 10/23/2023 20:506200BBenzeneµg/L 0.180
2.44 10/23/2023 20:506200BEthylbenzeneµg/L 0.170
1.09 10/23/2023 20:506200BMethyl tert-butyl ether (MTBE)µg/L 0.140
36.8 10/23/2023 20:506200BNaphthaleneµg/L 0.470
J0.300 10/23/2023 20:506200BTolueneµg/L 0.220
22.5 10/23/2023 20:506200Bo-Xylene µg/L 0.210
22.1 10/23/2023 20:506200Bm,p-Xylene µg/L 0.420
44.6 10/23/2023 20:506200BXylene (Total)µg/L 0.210
V 97980MW-12
9.58 10/23/2023 21:166200BMethyl tert-butyl ether (MTBE)µg/L 0.140
16.3 10/23/2023 21:166200BNaphthaleneµg/L 0.470
2.26 10/24/2023 22:56625.1 Phenanthrene µg/L 0.428
J1.07 10/24/2023 22:56625.1 Pyrene µg/L 0.434
V 97981MW-17
18.2 10/23/2023 21:416200BMethyl tert-butyl ether (MTBE)µg/L 0.140
14.8 10/23/2023 21:416200BNaphthaleneµg/L 0.470
Page 4 of 65
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-292-0003
Report Limit
Project:Schneider National
V 97981MW-17
J1.88 10/24/2023 19:24625.1 Pyrene µg/L 0.434
V 97982MW-18
8.70 10/19/2023 15:116200BMethyl tert-butyl ether (MTBE)µg/L 0.140
V 97983MW-19
2.53 10/19/2023 15:366200BMethyl tert-butyl ether (MTBE)µg/L 0.140
V 97985RW-15
3.41 10/23/2023 22:076200BMethyl tert-butyl ether (MTBE)µg/L 0.140
18.6 10/23/2023 22:076200BNaphthaleneµg/L 0.470
J6.44 10/24/2023 21:17625.1 Phenanthrene µg/L 1.71
11.3 10/24/2023 21:17625.1 Pyrene µg/L 1.74
Page 5 of 65

Client: S&ME, Inc - Charlotte CASE NARRATIVE
Project: Schneider National Lab Report Number: 23-292-0003
Date: 10/25/2023
625.1 - Base/Neutrals and Acids by GC/MS Method 625.1 Sample 97979 (MW-11) QC Batch No: V39367/V39308
Surrogate(s) was flagged for low recovery in this project sample. This sample will be re-analyzed for verification. Surrogates recovered low. Associated QC passes. No further action taken.
Sample 97985 (RW-15)
QC Batch No: V39410/V39381 The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Analyte: 4,6-Dinitro-2-methylphenol
QC Batch No: V39410/V39381 Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Benzidine
QC Batch No: V39367/V39381 This target analyte was flagged for recoveries outside QC limits in the associated LCS/LCSD. Data for this
analyte is flagged "M" to indicate that results should be considered minimum concentration due to the potential for a low bias.
Analyte: Benzidine QC Batch No: V39367/V39381 Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Benzoic Acid
QC Batch No: V39410/V39381 Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Dibenz(a,h)anthracene QC Batch No: V39410/V39381 Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.

Page 6 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-1A
97976 Matrix:
10/18/2023 12:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39377 10/23/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 10/23/23 19:59 V39384MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/23/23 19:59 V39384MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 10/23/23 19:59 V39384MSA
39.5 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/23/23 19:59 V39384MSA
13.3 µg/L 0.470 1.00Naphthalene 1 10/23/23 19:59 V39384MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/23/23 19:59 V39384MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/23/23 19:59 V39384MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/23/23 19:59 V39384MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/23/23 19:59 V39384
Surrogate: 4-Bromofluorobenzene 96.4 Limits: 70-130%10/23/23 19:591 MSA V39384
Surrogate: Dibromofluoromethane 99.2 Limits: 70-130%10/23/23 19:591 MSA V39384
Surrogate: 1,2-Dichloroethane - d4 91.4 Limits: 70-130%10/23/23 19:591 MSA V39384
Surrogate: Toluene-d8 104 Limits: 70-130%10/23/23 19:591 MSA V39384
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 20:09 V39410AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 20:09 V39410AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 20:09 V39410AMP
<1.32 µg/L 1.32 10.0
Benzidine 1 10/24/23 20:09 V39410AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 20:09 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 7 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-1A
97976 Matrix:
10/18/2023 12:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 20:09 V39410AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 20:09 V39410AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 20:09 V39410AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 20:09 V39410AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 20:09 V39410AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 20:09 V39410AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 20:09 V39410AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 20:09 V39410AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 20:09 V39410AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 20:09 V39410AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 20:09 V39410AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 20:09 V39410AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 20:09 V39410AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 20:09 V39410AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 20:09 V39410AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 20:09 V39410AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 20:09 V39410AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 20:09 V39410AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 20:09 V39410AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 20:09 V39410AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 20:09 V39410AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 20:09 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 8 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-1A
97976 Matrix:
10/18/2023 12:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 20:09 V39410AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 20:09 V39410AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 20:09 V39410AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 20:09 V39410AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 20:09 V39410AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 20:09 V39410AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 20:09 V39410AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 20:09 V39410AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 20:09 V39410AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 20:09 V39410AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 20:09 V39410AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 20:09 V39410AMP
1.11 J µg/L 0.807 2.00Fluorene 1 10/24/23 20:09 V39410AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 20:09 V39410AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 20:09 V39410AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 20:09 V39410AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 20:09 V39410AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 20:09 V39410AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 20:09 V39410AMP
<1.14 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 20:09 V39410AMP
<0.666 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 20:09 V39410AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 20:09 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 9 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-1A
97976 Matrix:
10/18/2023 12:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 20:09 V39410AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 20:09 V39410AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 20:09 V39410AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 20:09 V39410AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 20:09 V39410AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 20:09 V39410AMP
2.86 µg/L 0.428 2.00Phenanthrene 1 10/24/23 20:09 V39410AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 20:09 V39410AMP
0.830 J
µg/L 0.434 2.00
Pyrene 1 10/24/23 20:09 V39410AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 20:09 V39410AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 20:09 V39410AMP
625.1Surrogate: Phenol-d5 27.2 Limits: 10-63%10/24/23 20:091 AMP
Surrogate: 2-Fluorobiphenyl 65.8 Limits: 49-118%10/24/23 20:091 AMP V39410
Surrogate: 2-Fluorophenol 39.4 Limits: 22-84%10/24/23 20:091 AMP V39410
Surrogate: Nitrobenzene-d5 58.8 Limits: 43-123%10/24/23 20:091 AMP V39410
Surrogate: 4-Terphenyl-d14 74.2 Limits: 49-151%10/24/23 20:091 AMP V39410
Surrogate: 2,4,6-Tribromophenol 75.8 Limits: 31-144%10/24/23 20:091 AMP V39410
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 10 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-6/RW-1
97977 Matrix:
10/18/2023 14:10
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39377 10/23/23 09:00
1.68 µg/L 0.180 0.500Benzene 1 10/23/23 20:24 V39384MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/23/23 20:24 V39384MSA
0.538 µg/L 0.170 0.500Ethylbenzene 1 10/23/23 20:24 V39384MSA
3.77 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/23/23 20:24 V39384MSA
24.7 µg/L 0.470 1.00Naphthalene 1 10/23/23 20:24 V39384MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/23/23 20:24 V39384MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/23/23 20:24 V39384MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/23/23 20:24 V39384MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/23/23 20:24 V39384
Surrogate: 4-Bromofluorobenzene 96.2 Limits: 70-130%10/23/23 20:241 MSA V39384
Surrogate: Dibromofluoromethane 96.0 Limits: 70-130%10/23/23 20:241 MSA V39384
Surrogate: 1,2-Dichloroethane - d4 90.2 Limits: 70-130%10/23/23 20:241 MSA V39384
Surrogate: Toluene-d8 105 Limits: 70-130%10/23/23 20:241 MSA V39384
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 20:32 V39410AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 20:32 V39410AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 20:32 V39410AMP
<1.32 µg/L 1.32 10.0
Benzidine 1 10/24/23 20:32 V39410AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 20:32 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 11 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-6/RW-1
97977 Matrix:
10/18/2023 14:10
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 20:32 V39410AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 20:32 V39410AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 20:32 V39410AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 20:32 V39410AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 20:32 V39410AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 20:32 V39410AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 20:32 V39410AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 20:32 V39410AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 20:32 V39410AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 20:32 V39410AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 20:32 V39410AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 20:32 V39410AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 20:32 V39410AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 20:32 V39410AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 20:32 V39410AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 20:32 V39410AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 20:32 V39410AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 20:32 V39410AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 20:32 V39410AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 20:32 V39410AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 20:32 V39410AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 20:32 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 12 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-6/RW-1
97977 Matrix:
10/18/2023 14:10
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 20:32 V39410AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 20:32 V39410AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 20:32 V39410AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 20:32 V39410AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 20:32 V39410AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 20:32 V39410AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 20:32 V39410AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 20:32 V39410AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 20:32 V39410AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 20:32 V39410AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 20:32 V39410AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 20:32 V39410AMP
<0.807 µg/L 0.807 2.00Fluorene 1 10/24/23 20:32 V39410AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 20:32 V39410AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 20:32 V39410AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 20:32 V39410AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 20:32 V39410AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 20:32 V39410AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 20:32 V39410AMP
38.8 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 20:32 V39410AMP
35.3 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 20:32 V39410AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 20:32 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 13 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-6/RW-1
97977 Matrix:
10/18/2023 14:10
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 20:32 V39410AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 20:32 V39410AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 20:32 V39410AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 20:32 V39410AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 20:32 V39410AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 20:32 V39410AMP
25.5 µg/L 0.428 2.00Phenanthrene 1 10/24/23 20:32 V39410AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 20:32 V39410AMP
11.9 µg/L 0.434 2.00
Pyrene 1 10/24/23 20:32 V39410AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 20:32 V39410AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 20:32 V39410AMP
625.1Surrogate: Phenol-d5 28.7 Limits: 10-63%10/24/23 20:321 AMP
Surrogate: 2-Fluorobiphenyl 78.6 Limits: 49-118%10/24/23 20:321 AMP V39410
Surrogate: 2-Fluorophenol 40.3 Limits: 22-84%10/24/23 20:321 AMP V39410
Surrogate: Nitrobenzene-d5 70.2 Limits: 43-123%10/24/23 20:321 AMP V39410
Surrogate: 4-Terphenyl-d14 81.0 Limits: 49-151%10/24/23 20:321 AMP V39410
Surrogate: 2,4,6-Tribromophenol 95.2 Limits: 31-144%10/24/23 20:321 AMP V39410
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 14 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-10
97978 Matrix:
10/17/2023 14:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39344 10/19/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 10/19/23 14:47 V39345MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/19/23 14:47 V39345MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 10/19/23 14:47 V39345MSA
5.89 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/19/23 14:47 V39345MSA
<0.470 µg/L 0.470 1.00Naphthalene 1 10/19/23 14:47 V39345MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/19/23 14:47 V39345MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/19/23 14:47 V39345MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/19/23 14:47 V39345MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/19/23 14:47 V39345
Surrogate: 4-Bromofluorobenzene 91.8 Limits: 70-130%10/19/23 14:471 MSA V39345
Surrogate: Dibromofluoromethane 101 Limits: 70-130%10/19/23 14:471 MSA V39345
Surrogate: 1,2-Dichloroethane - d4 95.2 Limits: 70-130%10/19/23 14:471 MSA V39345
Surrogate: Toluene-d8 98.8 Limits: 70-130%10/19/23 14:471 MSA V39345
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 17:54 V39410AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 17:54 V39410AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 17:54 V39410AMP
<1.32 µg/L 1.32 10.0
Benzidine 1 10/24/23 17:54 V39410AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 17:54 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 15 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-10
97978 Matrix:
10/17/2023 14:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 17:54 V39410AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 17:54 V39410AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 17:54 V39410AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 17:54 V39410AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 17:54 V39410AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 17:54 V39410AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 17:54 V39410AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 17:54 V39410AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 17:54 V39410AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 17:54 V39410AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 17:54 V39410AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 17:54 V39410AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 17:54 V39410AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 17:54 V39410AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 17:54 V39410AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 17:54 V39410AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 17:54 V39410AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 17:54 V39410AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 17:54 V39410AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 17:54 V39410AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 17:54 V39410AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 17:54 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 16 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-10
97978 Matrix:
10/17/2023 14:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 17:54 V39410AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 17:54 V39410AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 17:54 V39410AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 17:54 V39410AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 17:54 V39410AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 17:54 V39410AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 17:54 V39410AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 17:54 V39410AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 17:54 V39410AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 17:54 V39410AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 17:54 V39410AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 17:54 V39410AMP
<0.807 µg/L 0.807 2.00Fluorene 1 10/24/23 17:54 V39410AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 17:54 V39410AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 17:54 V39410AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 17:54 V39410AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 17:54 V39410AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 17:54 V39410AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 17:54 V39410AMP
<1.14 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 17:54 V39410AMP
<0.666 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 17:54 V39410AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 17:54 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 17 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-10
97978 Matrix:
10/17/2023 14:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 17:54 V39410AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 17:54 V39410AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 17:54 V39410AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 17:54 V39410AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 17:54 V39410AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 17:54 V39410AMP
<0.428 µg/L 0.428 2.00Phenanthrene 1 10/24/23 17:54 V39410AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 17:54 V39410AMP
<0.434 µg/L 0.434 2.00
Pyrene 1 10/24/23 17:54 V39410AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 17:54 V39410AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 17:54 V39410AMP
625.1Surrogate: Phenol-d5 24.1 Limits: 10-63%10/24/23 17:541 AMP
Surrogate: 2-Fluorobiphenyl 63.0 Limits: 49-118%10/24/23 17:541 AMP V39410
Surrogate: 2-Fluorophenol 35.3 Limits: 22-84%10/24/23 17:541 AMP V39410
Surrogate: Nitrobenzene-d5 55.6 Limits: 43-123%10/24/23 17:541 AMP V39410
Surrogate: 4-Terphenyl-d14 75.8 Limits: 49-151%10/24/23 17:541 AMP V39410
Surrogate: 2,4,6-Tribromophenol 79.8 Limits: 31-144%10/24/23 17:541 AMP V39410
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 18 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-11
97979 Matrix:
10/17/2023 11:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39377 10/23/23 09:00
26.0 µg/L 0.180 0.500Benzene 1 10/23/23 20:50 V39384MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/23/23 20:50 V39384MSA
2.44 µg/L 0.170 0.500Ethylbenzene 1 10/23/23 20:50 V39384MSA
1.09 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/23/23 20:50 V39384MSA
36.8 µg/L 0.470 1.00Naphthalene 1 10/23/23 20:50 V39384MSA
0.300 J µg/L 0.220 0.500Toluene 1 10/23/23 20:50 V39384MSA
22.5 µg/L 0.210 0.500o-Xylene 1 10/23/23 20:50 V39384MSA
22.1 µg/L 0.420 1.00m,p-Xylene 1 10/23/23 20:50 V39384MSA
44.6 µg/L 0.210 0.500
Xylene (Total)1 10/23/23 20:50 V39384
Surrogate: 4-Bromofluorobenzene 98.6 Limits: 70-130%10/23/23 20:501 MSA V39384
Surrogate: Dibromofluoromethane 98.4 Limits: 70-130%10/23/23 20:501 MSA V39384
Surrogate: 1,2-Dichloroethane - d4 90.6 Limits: 70-130%10/23/23 20:501 MSA V39384
Surrogate: Toluene-d8 105 Limits: 70-130%10/23/23 20:501 MSA V39384
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39308 10/23/23 10:30
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 22:34 V39367AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 22:34 V39367AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 22:34 V39367AMP
<1.32 M
µg/L 1.32 10.0
Benzidine 1 10/24/23 22:34 V39367AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 22:34 V39367AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 19 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-11
97979 Matrix:
10/17/2023 11:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39308 10/23/23 10:30
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 22:34 V39367AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 22:34 V39367AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 22:34 V39367AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 22:34 V39367AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 22:34 V39367AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 22:34 V39367AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 22:34 V39367AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 22:34 V39367AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 22:34 V39367AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 22:34 V39367AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 22:34 V39367AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 22:34 V39367AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 22:34 V39367AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 22:34 V39367AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 22:34 V39367AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 22:34 V39367AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 22:34 V39367AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 22:34 V39367AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 22:34 V39367AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 22:34 V39367AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 22:34 V39367AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 22:34 V39367AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 20 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-11
97979 Matrix:
10/17/2023 11:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39308 10/23/23 10:30
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 22:34 V39367AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 22:34 V39367AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 22:34 V39367AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 22:34 V39367AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 22:34 V39367AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 22:34 V39367AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 22:34 V39367AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 22:34 V39367AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 22:34 V39367AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 22:34 V39367AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 22:34 V39367AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 22:34 V39367AMP
<0.807 µg/L 0.807 2.00Fluorene 1 10/24/23 22:34 V39367AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 22:34 V39367AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 22:34 V39367AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 22:34 V39367AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 22:34 V39367AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 22:34 V39367AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 22:34 V39367AMP
<1.14 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 22:34 V39367AMP
<0.666 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 22:34 V39367AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 22:34 V39367AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 21 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-11
97979 Matrix:
10/17/2023 11:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39308 10/23/23 10:30
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 22:34 V39367AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 22:34 V39367AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 22:34 V39367AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 22:34 V39367AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 22:34 V39367AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 22:34 V39367AMP
<0.428 µg/L 0.428 2.00Phenanthrene 1 10/24/23 22:34 V39367AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 22:34 V39367AMP
<0.434 µg/L 0.434 2.00
Pyrene 1 10/24/23 22:34 V39367AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 22:34 V39367AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 22:34 V39367AMP
625.1Surrogate: Phenol-d5 22.1 Limits: 10-63%10/24/23 22:341 AMP
Surrogate: 2-Fluorobiphenyl 34.6 *Limits: 49-118%10/24/23 22:341 AMP V39367
Surrogate: 2-Fluorophenol 31.9 Limits: 22-84%10/24/23 22:341 AMP V39367
Surrogate: Nitrobenzene-d5 32.8 *Limits: 43-123%10/24/23 22:341 AMP V39367
Surrogate: 4-Terphenyl-d14 46.2 *Limits: 49-151%10/24/23 22:341 AMP V39367
Surrogate: 2,4,6-Tribromophenol 44.3 Limits: 31-144%10/24/23 22:341 AMP V39367
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 22 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-12
97980 Matrix:
10/17/2023 13:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39377 10/23/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 10/23/23 21:16 V39384MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/23/23 21:16 V39384MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 10/23/23 21:16 V39384MSA
9.58 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/23/23 21:16 V39384MSA
16.3 µg/L 0.470 1.00Naphthalene 1 10/23/23 21:16 V39384MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/23/23 21:16 V39384MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/23/23 21:16 V39384MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/23/23 21:16 V39384MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/23/23 21:16 V39384
Surrogate: 4-Bromofluorobenzene 98.2 Limits: 70-130%10/23/23 21:161 MSA V39384
Surrogate: Dibromofluoromethane 98.8 Limits: 70-130%10/23/23 21:161 MSA V39384
Surrogate: 1,2-Dichloroethane - d4 90.6 Limits: 70-130%10/23/23 21:161 MSA V39384
Surrogate: Toluene-d8 104 Limits: 70-130%10/23/23 21:161 MSA V39384
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39308 10/23/23 10:30
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 22:56 V39367AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 22:56 V39367AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 22:56 V39367AMP
<1.32 M
µg/L 1.32 10.0
Benzidine 1 10/24/23 22:56 V39367AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 22:56 V39367AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 23 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-12
97980 Matrix:
10/17/2023 13:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39308 10/23/23 10:30
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 22:56 V39367AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 22:56 V39367AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 22:56 V39367AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 22:56 V39367AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 22:56 V39367AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 22:56 V39367AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 22:56 V39367AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 22:56 V39367AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 22:56 V39367AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 22:56 V39367AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 22:56 V39367AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 22:56 V39367AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 22:56 V39367AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 22:56 V39367AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 22:56 V39367AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 22:56 V39367AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 22:56 V39367AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 22:56 V39367AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 22:56 V39367AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 22:56 V39367AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 22:56 V39367AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 22:56 V39367AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 24 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-12
97980 Matrix:
10/17/2023 13:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39308 10/23/23 10:30
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 22:56 V39367AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 22:56 V39367AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 22:56 V39367AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 22:56 V39367AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 22:56 V39367AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 22:56 V39367AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 22:56 V39367AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 22:56 V39367AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 22:56 V39367AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 22:56 V39367AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 22:56 V39367AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 22:56 V39367AMP
<0.807 µg/L 0.807 2.00Fluorene 1 10/24/23 22:56 V39367AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 22:56 V39367AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 22:56 V39367AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 22:56 V39367AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 22:56 V39367AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 22:56 V39367AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 22:56 V39367AMP
<1.14 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 22:56 V39367AMP
<0.666 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 22:56 V39367AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 22:56 V39367AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 25 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-12
97980 Matrix:
10/17/2023 13:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39308 10/23/23 10:30
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 22:56 V39367AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 22:56 V39367AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 22:56 V39367AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 22:56 V39367AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 22:56 V39367AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 22:56 V39367AMP
2.26 µg/L 0.428 2.00Phenanthrene 1 10/24/23 22:56 V39367AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 22:56 V39367AMP
1.07 J
µg/L 0.434 2.00
Pyrene 1 10/24/23 22:56 V39367AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 22:56 V39367AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 22:56 V39367AMP
625.1Surrogate: Phenol-d5 32.7 Limits: 10-63%10/24/23 22:561 AMP
Surrogate: 2-Fluorobiphenyl 78.6 Limits: 49-118%10/24/23 22:561 AMP V39367
Surrogate: 2-Fluorophenol 47.9 Limits: 22-84%10/24/23 22:561 AMP V39367
Surrogate: Nitrobenzene-d5 72.8 Limits: 43-123%10/24/23 22:561 AMP V39367
Surrogate: 4-Terphenyl-d14 87.2 Limits: 49-151%10/24/23 22:561 AMP V39367
Surrogate: 2,4,6-Tribromophenol 92.1 Limits: 31-144%10/24/23 22:561 AMP V39367
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 26 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-17
97981 Matrix:
10/18/2023 9:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39377 10/23/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 10/23/23 21:41 V39384MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/23/23 21:41 V39384MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 10/23/23 21:41 V39384MSA
18.2 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/23/23 21:41 V39384MSA
14.8 µg/L 0.470 1.00Naphthalene 1 10/23/23 21:41 V39384MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/23/23 21:41 V39384MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/23/23 21:41 V39384MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/23/23 21:41 V39384MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/23/23 21:41 V39384
Surrogate: 4-Bromofluorobenzene 97.6 Limits: 70-130%10/23/23 21:411 MSA V39384
Surrogate: Dibromofluoromethane 98.0 Limits: 70-130%10/23/23 21:411 MSA V39384
Surrogate: 1,2-Dichloroethane - d4 89.2 Limits: 70-130%10/23/23 21:411 MSA V39384
Surrogate: Toluene-d8 104 Limits: 70-130%10/23/23 21:411 MSA V39384
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 19:24 V39410AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 19:24 V39410AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 19:24 V39410AMP
<1.32 µg/L 1.32 10.0
Benzidine 1 10/24/23 19:24 V39410AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 19:24 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 27 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-17
97981 Matrix:
10/18/2023 9:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 19:24 V39410AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 19:24 V39410AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 19:24 V39410AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 19:24 V39410AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 19:24 V39410AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 19:24 V39410AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 19:24 V39410AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 19:24 V39410AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 19:24 V39410AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 19:24 V39410AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 19:24 V39410AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 19:24 V39410AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 19:24 V39410AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 19:24 V39410AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 19:24 V39410AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 19:24 V39410AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 19:24 V39410AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 19:24 V39410AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 19:24 V39410AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 19:24 V39410AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 19:24 V39410AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 19:24 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 28 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-17
97981 Matrix:
10/18/2023 9:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 19:24 V39410AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 19:24 V39410AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 19:24 V39410AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 19:24 V39410AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 19:24 V39410AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 19:24 V39410AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 19:24 V39410AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 19:24 V39410AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 19:24 V39410AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 19:24 V39410AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 19:24 V39410AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 19:24 V39410AMP
<0.807 µg/L 0.807 2.00Fluorene 1 10/24/23 19:24 V39410AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 19:24 V39410AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 19:24 V39410AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 19:24 V39410AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 19:24 V39410AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 19:24 V39410AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 19:24 V39410AMP
<1.14 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 19:24 V39410AMP
<0.666 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 19:24 V39410AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 19:24 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 29 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-17
97981 Matrix:
10/18/2023 9:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 19:24 V39410AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 19:24 V39410AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 19:24 V39410AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 19:24 V39410AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 19:24 V39410AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 19:24 V39410AMP
<0.428 µg/L 0.428 2.00Phenanthrene 1 10/24/23 19:24 V39410AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 19:24 V39410AMP
1.88 J
µg/L 0.434 2.00
Pyrene 1 10/24/23 19:24 V39410AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 19:24 V39410AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 19:24 V39410AMP
625.1Surrogate: Phenol-d5 25.0 Limits: 10-63%10/24/23 19:241 AMP
Surrogate: 2-Fluorobiphenyl 66.8 Limits: 49-118%10/24/23 19:241 AMP V39410
Surrogate: 2-Fluorophenol 35.6 Limits: 22-84%10/24/23 19:241 AMP V39410
Surrogate: Nitrobenzene-d5 55.2 Limits: 43-123%10/24/23 19:241 AMP V39410
Surrogate: 4-Terphenyl-d14 73.0 Limits: 49-151%10/24/23 19:241 AMP V39410
Surrogate: 2,4,6-Tribromophenol 80.0 Limits: 31-144%10/24/23 19:241 AMP V39410
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 30 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-18
97982 Matrix:
10/17/2023 15:02
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39344 10/19/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 10/19/23 15:11 V39345MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/19/23 15:11 V39345MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 10/19/23 15:11 V39345MSA
8.70 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/19/23 15:11 V39345MSA
<0.470 µg/L 0.470 1.00Naphthalene 1 10/19/23 15:11 V39345MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/19/23 15:11 V39345MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/19/23 15:11 V39345MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/19/23 15:11 V39345MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/19/23 15:11 V39345
Surrogate: 4-Bromofluorobenzene 91.2 Limits: 70-130%10/19/23 15:111 MSA V39345
Surrogate: Dibromofluoromethane 102 Limits: 70-130%10/19/23 15:111 MSA V39345
Surrogate: 1,2-Dichloroethane - d4 96.8 Limits: 70-130%10/19/23 15:111 MSA V39345
Surrogate: Toluene-d8 98.8 Limits: 70-130%10/19/23 15:111 MSA V39345
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 18:17 V39410AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 18:17 V39410AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 18:17 V39410AMP
<1.32 µg/L 1.32 10.0
Benzidine 1 10/24/23 18:17 V39410AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 18:17 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 31 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-18
97982 Matrix:
10/17/2023 15:02
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 18:17 V39410AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 18:17 V39410AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 18:17 V39410AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 18:17 V39410AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 18:17 V39410AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 18:17 V39410AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 18:17 V39410AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 18:17 V39410AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 18:17 V39410AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 18:17 V39410AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 18:17 V39410AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 18:17 V39410AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 18:17 V39410AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 18:17 V39410AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 18:17 V39410AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 18:17 V39410AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 18:17 V39410AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 18:17 V39410AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 18:17 V39410AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 18:17 V39410AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 18:17 V39410AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 18:17 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 32 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-18
97982 Matrix:
10/17/2023 15:02
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 18:17 V39410AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 18:17 V39410AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 18:17 V39410AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 18:17 V39410AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 18:17 V39410AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 18:17 V39410AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 18:17 V39410AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 18:17 V39410AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 18:17 V39410AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 18:17 V39410AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 18:17 V39410AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 18:17 V39410AMP
<0.807 µg/L 0.807 2.00Fluorene 1 10/24/23 18:17 V39410AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 18:17 V39410AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 18:17 V39410AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 18:17 V39410AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 18:17 V39410AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 18:17 V39410AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 18:17 V39410AMP
<1.14 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 18:17 V39410AMP
<0.666 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 18:17 V39410AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 18:17 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 33 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-18
97982 Matrix:
10/17/2023 15:02
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 18:17 V39410AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 18:17 V39410AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 18:17 V39410AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 18:17 V39410AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 18:17 V39410AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 18:17 V39410AMP
<0.428 µg/L 0.428 2.00Phenanthrene 1 10/24/23 18:17 V39410AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 18:17 V39410AMP
<0.434 µg/L 0.434 2.00
Pyrene 1 10/24/23 18:17 V39410AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 18:17 V39410AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 18:17 V39410AMP
625.1Surrogate: Phenol-d5 19.6 Limits: 10-63%10/24/23 18:171 AMP
Surrogate: 2-Fluorobiphenyl 53.6 Limits: 49-118%10/24/23 18:171 AMP V39410
Surrogate: 2-Fluorophenol 28.8 Limits: 22-84%10/24/23 18:171 AMP V39410
Surrogate: Nitrobenzene-d5 46.6 Limits: 43-123%10/24/23 18:171 AMP V39410
Surrogate: 4-Terphenyl-d14 74.8 Limits: 49-151%10/24/23 18:171 AMP V39410
Surrogate: 2,4,6-Tribromophenol 71.6 Limits: 31-144%10/24/23 18:171 AMP V39410
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 34 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-19
97983 Matrix:
10/18/2023 9:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39344 10/19/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 10/19/23 15:36 V39345MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/19/23 15:36 V39345MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 10/19/23 15:36 V39345MSA
2.53 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/19/23 15:36 V39345MSA
<0.470 µg/L 0.470 1.00Naphthalene 1 10/19/23 15:36 V39345MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/19/23 15:36 V39345MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/19/23 15:36 V39345MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/19/23 15:36 V39345MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/19/23 15:36 V39345
Surrogate: 4-Bromofluorobenzene 90.6 Limits: 70-130%10/19/23 15:361 MSA V39345
Surrogate: Dibromofluoromethane 101 Limits: 70-130%10/19/23 15:361 MSA V39345
Surrogate: 1,2-Dichloroethane - d4 95.4 Limits: 70-130%10/19/23 15:361 MSA V39345
Surrogate: Toluene-d8 98.6 Limits: 70-130%10/19/23 15:361 MSA V39345
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 19:02 V39410AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 19:02 V39410AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 19:02 V39410AMP
<1.32 µg/L 1.32 10.0
Benzidine 1 10/24/23 19:02 V39410AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 19:02 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 35 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-19
97983 Matrix:
10/18/2023 9:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 19:02 V39410AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 19:02 V39410AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 19:02 V39410AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 19:02 V39410AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 19:02 V39410AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 19:02 V39410AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 19:02 V39410AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 19:02 V39410AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 19:02 V39410AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 19:02 V39410AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 19:02 V39410AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 19:02 V39410AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 19:02 V39410AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 19:02 V39410AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 19:02 V39410AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 19:02 V39410AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 19:02 V39410AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 19:02 V39410AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 19:02 V39410AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 19:02 V39410AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 19:02 V39410AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 19:02 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 36 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-19
97983 Matrix:
10/18/2023 9:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 19:02 V39410AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 19:02 V39410AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 19:02 V39410AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 19:02 V39410AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 19:02 V39410AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 19:02 V39410AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 19:02 V39410AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 19:02 V39410AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 19:02 V39410AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 19:02 V39410AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 19:02 V39410AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 19:02 V39410AMP
<0.807 µg/L 0.807 2.00Fluorene 1 10/24/23 19:02 V39410AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 19:02 V39410AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 19:02 V39410AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 19:02 V39410AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 19:02 V39410AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 19:02 V39410AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 19:02 V39410AMP
<1.14 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 19:02 V39410AMP
<0.666 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 19:02 V39410AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 19:02 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 37 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-19
97983 Matrix:
10/18/2023 9:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 19:02 V39410AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 19:02 V39410AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 19:02 V39410AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 19:02 V39410AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 19:02 V39410AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 19:02 V39410AMP
<0.428 µg/L 0.428 2.00Phenanthrene 1 10/24/23 19:02 V39410AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 19:02 V39410AMP
<0.434 µg/L 0.434 2.00
Pyrene 1 10/24/23 19:02 V39410AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 19:02 V39410AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 19:02 V39410AMP
625.1Surrogate: Phenol-d5 26.1 Limits: 10-63%10/24/23 19:021 AMP
Surrogate: 2-Fluorobiphenyl 71.0 Limits: 49-118%10/24/23 19:021 AMP V39410
Surrogate: 2-Fluorophenol 37.7 Limits: 22-84%10/24/23 19:021 AMP V39410
Surrogate: Nitrobenzene-d5 63.4 Limits: 43-123%10/24/23 19:021 AMP V39410
Surrogate: 4-Terphenyl-d14 72.2 Limits: 49-151%10/24/23 19:021 AMP V39410
Surrogate: 2,4,6-Tribromophenol 80.7 Limits: 31-144%10/24/23 19:021 AMP V39410
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 38 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-24
97984 Matrix:
10/18/2023 11:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39344 10/19/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 10/19/23 16:01 V39345MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/19/23 16:01 V39345MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 10/19/23 16:01 V39345MSA
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/19/23 16:01 V39345MSA
<0.470 µg/L 0.470 1.00Naphthalene 1 10/19/23 16:01 V39345MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/19/23 16:01 V39345MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/19/23 16:01 V39345MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/19/23 16:01 V39345MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/19/23 16:01 V39345
Surrogate: 4-Bromofluorobenzene 90.2 Limits: 70-130%10/19/23 16:011 MSA V39345
Surrogate: Dibromofluoromethane 101 Limits: 70-130%10/19/23 16:011 MSA V39345
Surrogate: 1,2-Dichloroethane - d4 94.2 Limits: 70-130%10/19/23 16:011 MSA V39345
Surrogate: Toluene-d8 98.2 Limits: 70-130%10/19/23 16:011 MSA V39345
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.302 µg/L 0.302 2.00Acenaphthene 1 10/24/23 19:47 V39410AMP
<0.297 µg/L 0.297 2.00Acenaphthylene 1 10/24/23 19:47 V39410AMP
<0.836 µg/L 0.836 2.00Anthracene 1 10/24/23 19:47 V39410AMP
<1.32 µg/L 1.32 10.0
Benzidine 1 10/24/23 19:47 V39410AMP
<0.637 µg/L 0.637 2.00Benzo(a)anthracene 1 10/24/23 19:47 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 39 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-24
97984 Matrix:
10/18/2023 11:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.02 µg/L 1.02 2.00Benzo(a)pyrene 1 10/24/23 19:47 V39410AMP
<2.49 µg/L 2.49 5.00Benzo(b)fluoranthene 1 10/24/23 19:47 V39410AMP
<1.01 µg/L 1.01 5.00Benzo(g,h,i)perylene 1 10/24/23 19:47 V39410AMP
<1.99 µg/L 1.99 5.00Benzo(k)fluoranthene 1 10/24/23 19:47 V39410AMP
<1.10 µg/L 1.10 10.0Benzoic Acid 1 10/24/23 19:47 V39410AMP
<0.684 µg/L 0.684 5.00Benzyl alcohol 1 10/24/23 19:47 V39410AMP
<0.468 µg/L 0.468 5.00Bis(2-Chloroethoxy)methane 1 10/24/23 19:47 V39410AMP
<1.04 µg/L 1.04 5.00Bis(2-Chloroethyl)ether 1 10/24/23 19:47 V39410AMP
<1.08 µg/L 1.08 5.00
Bis(2-Chloroisopropyl)ether 1 10/24/23 19:47 V39410AMP
<3.46 µg/L 3.46 10.0Bis(2-ethylhexyl)phthalate 1 10/24/23 19:47 V39410AMP
<1.11 µg/L 1.11 5.004-Bromophenyl phenyl ether 1 10/24/23 19:47 V39410AMP
<1.83 µg/L 1.83 5.00Butyl benzyl phthalate 1 10/24/23 19:47 V39410AMP
<1.18 µg/L 1.18 5.004-Chloro-3-methylphenol 1 10/24/23 19:47 V39410AMP
<7.38 µg/L 7.38 20.02-Chloronaphthalene 1 10/24/23 19:47 V39410AMP
<0.938 µg/L 0.938 10.02-Chlorophenol 1 10/24/23 19:47 V39410AMP
<1.71 µg/L 1.71 5.00
4-Chlorophenyl phenyl ether 1 10/24/23 19:47 V39410AMP
<0.405 µg/L 0.405 2.00Chrysene 1 10/24/23 19:47 V39410AMP
<0.434 µg/L 0.434 2.00Dibenz(a,h)anthracene 1 10/24/23 19:47 V39410AMP
<0.856 µg/L 0.856 5.00Dibenzofuran 1 10/24/23 19:47 V39410AMP
<2.00 µg/L 2.00 5.001,2-Dichlorobenzene 1 10/24/23 19:47 V39410AMP
<2.00 µg/L 2.00 5.001,3-Dichlorobenzene 1 10/24/23 19:47 V39410AMP
<2.05 µg/L 2.05 5.001,4-Dichlorobenzene 1 10/24/23 19:47 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 40 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-24
97984 Matrix:
10/18/2023 11:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.89 µg/L 1.89 5.003,3'-Dichlorobenzidine 1 10/24/23 19:47 V39410AMP
<1.46 µg/L 1.46 10.02,4-Dichlorophenol 1 10/24/23 19:47 V39410AMP
<0.745 µg/L 0.745 5.00Diethyl phthalate 1 10/24/23 19:47 V39410AMP
<0.939 µg/L 0.939 5.00Dimethyl phthalate 1 10/24/23 19:47 V39410AMP
<1.57 µg/L 1.57 20.02,4-Dimethylphenol 1 10/24/23 19:47 V39410AMP
<2.06 µg/L 2.06 5.00Di-n-butyl phthalate 1 10/24/23 19:47 V39410AMP
<2.07 µg/L 2.07 10.04,6-Dinitro-2-methylphenol 1 10/24/23 19:47 V39410AMP
<1.92 µg/L 1.92 10.02,4-Dinitrophenol 1 10/24/23 19:47 V39410AMP
<1.11 µg/L 1.11 5.00
2,4-Dinitrotoluene 1 10/24/23 19:47 V39410AMP
<0.809 µg/L 0.809 5.002,6-Dinitrotoluene 1 10/24/23 19:47 V39410AMP
<1.65 µg/L 1.65 5.00Di-n-Octyl Phthalate 1 10/24/23 19:47 V39410AMP
<0.250 µg/L 0.250 2.00Fluoranthene 1 10/24/23 19:47 V39410AMP
<0.807 µg/L 0.807 2.00Fluorene 1 10/24/23 19:47 V39410AMP
<0.979 µg/L 0.979 5.00Hexachlorobenzene 1 10/24/23 19:47 V39410AMP
<2.73 µg/L 2.73 5.00Hexachlorobutadiene 1 10/24/23 19:47 V39410AMP
<2.05 µg/L 2.05 5.00
Hexachlorocyclopentadiene 1 10/24/23 19:47 V39410AMP
<1.76 µg/L 1.76 5.00Hexachloroethane 1 10/24/23 19:47 V39410AMP
<0.477 µg/L 0.477 2.00Indeno(1,2,3-cd)pyrene 1 10/24/23 19:47 V39410AMP
<0.444 µg/L 0.444 5.00Isophorone 1 10/24/23 19:47 V39410AMP
<1.14 µg/L 1.14 2.001-Methylnaphthalene 1 10/24/23 19:47 V39410AMP
<0.666 µg/L 0.666 2.002-Methylnaphthalene 1 10/24/23 19:47 V39410AMP
<0.728 µg/L 0.728 2.00Naphthalene 1 10/24/23 19:47 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 41 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:MW-24
97984 Matrix:
10/18/2023 11:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<0.905 µg/L 0.905 5.00Nitrobenzene 1 10/24/23 19:47 V39410AMP
<0.493 µg/L 0.493 5.002-Nitrophenol 1 10/24/23 19:47 V39410AMP
<1.23 µg/L 1.23 10.04-Nitrophenol 1 10/24/23 19:47 V39410AMP
<1.10 µg/L 1.10 5.00N-Nitrosodiphenylamine 1 10/24/23 19:47 V39410AMP
<0.641 µg/L 0.641 5.00N-Nitroso-di-n-propylamine 1 10/24/23 19:47 V39410AMP
<1.43 µg/L 1.43 5.00Pentachlorophenol 1 10/24/23 19:47 V39410AMP
<0.428 µg/L 0.428 2.00Phenanthrene 1 10/24/23 19:47 V39410AMP
<0.651 µg/L 0.651 5.00Phenol 1 10/24/23 19:47 V39410AMP
<0.434 µg/L 0.434 2.00
Pyrene 1 10/24/23 19:47 V39410AMP
<2.21 µg/L 2.21 5.001,2,4-Trichlorobenzene 1 10/24/23 19:47 V39410AMP
<1.32 µg/L 1.32 5.002,4,6-Trichlorophenol 1 10/24/23 19:47 V39410AMP
625.1Surrogate: Phenol-d5 22.7 Limits: 10-63%10/24/23 19:471 AMP
Surrogate: 2-Fluorobiphenyl 59.8 Limits: 49-118%10/24/23 19:471 AMP V39410
Surrogate: 2-Fluorophenol 31.5 Limits: 22-84%10/24/23 19:471 AMP V39410
Surrogate: Nitrobenzene-d5 52.6 Limits: 43-123%10/24/23 19:471 AMP V39410
Surrogate: 4-Terphenyl-d14 72.0 Limits: 49-151%10/24/23 19:471 AMP V39410
Surrogate: 2,4,6-Tribromophenol 66.8 Limits: 31-144%10/24/23 19:471 AMP V39410
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 42 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:RW-15
97985 Matrix:
10/18/2023 14:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V39377 10/23/23 09:00
<0.180 µg/L 0.180 0.500Benzene 1 10/23/23 22:07 V39384MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 10/23/23 22:07 V39384MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 10/23/23 22:07 V39384MSA
3.41 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 10/23/23 22:07 V39384MSA
18.6 µg/L 0.470 1.00Naphthalene 1 10/23/23 22:07 V39384MSA
<0.220 µg/L 0.220 0.500Toluene 1 10/23/23 22:07 V39384MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 10/23/23 22:07 V39384MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 10/23/23 22:07 V39384MSA
<0.21 µg/L 0.210 0.500
Xylene (Total)1 10/23/23 22:07 V39384
Surrogate: 4-Bromofluorobenzene 95.2 Limits: 70-130%10/23/23 22:071 MSA V39384
Surrogate: Dibromofluoromethane 99.2 Limits: 70-130%10/23/23 22:071 MSA V39384
Surrogate: 1,2-Dichloroethane - d4 89.8 Limits: 70-130%10/23/23 22:071 MSA V39384
Surrogate: Toluene-d8 104 Limits: 70-130%10/23/23 22:071 MSA V39384
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<1.21 µg/L 1.21 8.00Acenaphthene 4 10/24/23 21:17 V39410AMP
<1.19 µg/L 1.19 8.00Acenaphthylene 4 10/24/23 21:17 V39410AMP
<3.34 µg/L 3.34 8.00Anthracene 4 10/24/23 21:17 V39410AMP
<5.28 µg/L 5.28 40.0
Benzidine 4 10/24/23 21:17 V39410AMP
<2.55 µg/L 2.55 8.00Benzo(a)anthracene 4 10/24/23 21:17 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 43 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:RW-15
97985 Matrix:
10/18/2023 14:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<4.08 µg/L 4.08 8.00Benzo(a)pyrene 4 10/24/23 21:17 V39410AMP
<9.96 µg/L 9.96 20.0Benzo(b)fluoranthene 4 10/24/23 21:17 V39410AMP
<4.04 µg/L 4.04 20.0Benzo(g,h,i)perylene 4 10/24/23 21:17 V39410AMP
<7.96 µg/L 7.96 20.0Benzo(k)fluoranthene 4 10/24/23 21:17 V39410AMP
<4.40 µg/L 4.40 40.0Benzoic Acid 4 10/24/23 21:17 V39410AMP
<2.74 µg/L 2.74 20.0Benzyl alcohol 4 10/24/23 21:17 V39410AMP
<1.87 µg/L 1.87 20.0Bis(2-Chloroethoxy)methane 4 10/24/23 21:17 V39410AMP
<4.16 µg/L 4.16 20.0Bis(2-Chloroethyl)ether 4 10/24/23 21:17 V39410AMP
<4.32 µg/L 4.32 20.0
Bis(2-Chloroisopropyl)ether 4 10/24/23 21:17 V39410AMP
<13.8 µg/L 13.8 40.0Bis(2-ethylhexyl)phthalate 4 10/24/23 21:17 V39410AMP
<4.44 µg/L 4.44 20.04-Bromophenyl phenyl ether 4 10/24/23 21:17 V39410AMP
<7.32 µg/L 7.32 20.0Butyl benzyl phthalate 4 10/24/23 21:17 V39410AMP
<4.72 µg/L 4.72 20.04-Chloro-3-methylphenol 4 10/24/23 21:17 V39410AMP
<29.5 µg/L 29.5 80.02-Chloronaphthalene 4 10/24/23 21:17 V39410AMP
<3.75 µg/L 3.75 40.02-Chlorophenol 4 10/24/23 21:17 V39410AMP
<6.84 µg/L 6.84 20.0
4-Chlorophenyl phenyl ether 4 10/24/23 21:17 V39410AMP
<1.62 µg/L 1.62 8.00Chrysene 4 10/24/23 21:17 V39410AMP
<1.74 µg/L 1.74 8.00Dibenz(a,h)anthracene 4 10/24/23 21:17 V39410AMP
<3.42 µg/L 3.42 20.0Dibenzofuran 4 10/24/23 21:17 V39410AMP
<8.00 µg/L 8.00 20.01,2-Dichlorobenzene 4 10/24/23 21:17 V39410AMP
<8.00 µg/L 8.00 20.01,3-Dichlorobenzene 4 10/24/23 21:17 V39410AMP
<8.20 µg/L 8.20 20.01,4-Dichlorobenzene 4 10/24/23 21:17 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 44 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:RW-15
97985 Matrix:
10/18/2023 14:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<7.56 µg/L 7.56 20.03,3'-Dichlorobenzidine 4 10/24/23 21:17 V39410AMP
<5.84 µg/L 5.84 40.02,4-Dichlorophenol 4 10/24/23 21:17 V39410AMP
<2.98 µg/L 2.98 20.0Diethyl phthalate 4 10/24/23 21:17 V39410AMP
<3.76 µg/L 3.76 20.0Dimethyl phthalate 4 10/24/23 21:17 V39410AMP
<6.28 µg/L 6.28 80.02,4-Dimethylphenol 4 10/24/23 21:17 V39410AMP
<8.24 µg/L 8.24 20.0Di-n-butyl phthalate 4 10/24/23 21:17 V39410AMP
<8.28 µg/L 8.28 40.04,6-Dinitro-2-methylphenol 4 10/24/23 21:17 V39410AMP
<7.68 µg/L 7.68 40.02,4-Dinitrophenol 4 10/24/23 21:17 V39410AMP
<4.44 µg/L 4.44 20.0
2,4-Dinitrotoluene 4 10/24/23 21:17 V39410AMP
<3.24 µg/L 3.24 20.02,6-Dinitrotoluene 4 10/24/23 21:17 V39410AMP
<6.60 µg/L 6.60 20.0Di-n-Octyl Phthalate 4 10/24/23 21:17 V39410AMP
<1.00 µg/L 1.00 8.00Fluoranthene 4 10/24/23 21:17 V39410AMP
<3.23 µg/L 3.23 8.00Fluorene 4 10/24/23 21:17 V39410AMP
<3.92 µg/L 3.92 20.0Hexachlorobenzene 4 10/24/23 21:17 V39410AMP
<10.9 µg/L 10.9 20.0Hexachlorobutadiene 4 10/24/23 21:17 V39410AMP
<8.20 µg/L 8.20 20.0
Hexachlorocyclopentadiene 4 10/24/23 21:17 V39410AMP
<7.04 µg/L 7.04 20.0Hexachloroethane 4 10/24/23 21:17 V39410AMP
<1.91 µg/L 1.91 8.00Indeno(1,2,3-cd)pyrene 4 10/24/23 21:17 V39410AMP
<1.78 µg/L 1.78 20.0Isophorone 4 10/24/23 21:17 V39410AMP
<4.56 µg/L 4.56 8.001-Methylnaphthalene 4 10/24/23 21:17 V39410AMP
<2.66 µg/L 2.66 8.002-Methylnaphthalene 4 10/24/23 21:17 V39410AMP
<2.91 µg/L 2.91 8.00Naphthalene 4 10/24/23 21:17 V39410AMP
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Minimum valueMEstimated valueJ
Method Quantitation LimitMQL
Page 45 of 65
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-292-0003
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 10/19/2023
Schneider National
Report Date : 10/25/2023
Sample ID :
Lab No :
Sampled:RW-15
97985 Matrix:
10/18/2023 14:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
625.1 (Prep)
625.1 Prep Batch(es):V39381 10/24/23 10:40
<3.62 µg/L 3.62 20.0Nitrobenzene 4 10/24/23 21:17 V39410AMP
<1.97 µg/L 1.97 20.02-Nitrophenol 4 10/24/23 21:17 V39410AMP
<4.92 µg/L 4.92 40.04-Nitrophenol 4 10/24/23 21:17 V39410AMP
<4.40 µg/L 4.40 20.0N-Nitrosodiphenylamine 4 10/24/23 21:17 V39410AMP
<2.56 µg/L 2.56 20.0N-Nitroso-di-n-propylamine 4 10/24/23 21:17 V39410AMP
<5.72 µg/L 5.72 20.0Pentachlorophenol 4 10/24/23 21:17 V39410AMP
6.44 J µg/L 1.71 8.00Phenanthrene 4 10/24/23 21:17 V39410AMP
<2.60 µg/L 2.60 20.0Phenol 4 10/24/23 21:17 V39410AMP
11.3 µg/L 1.74 8.00
Pyrene 4 10/24/23 21:17 V39410AMP
<8.84 µg/L 8.84 20.01,2,4-Trichlorobenzene 4 10/24/23 21:17 V39410AMP
<5.28 µg/L 5.28 20.02,4,6-Trichlorophenol 4 10/24/23 21:17 V39410AMP
625.1Surrogate: Phenol-d5 28.7 Limits: 10-63%10/24/23 21:174 AMP
Surrogate: 2-Fluorobiphenyl 83.4 Limits: 49-118%10/24/23 21:174 AMP V39410
Surrogate: 2-Fluorophenol 41.4 Limits: 22-84%10/24/23 21:174 AMP V39410
Surrogate: Nitrobenzene-d5 66.8 Limits: 43-123%10/24/23 21:174 AMP V39410
Surrogate: 4-Terphenyl-d14 81.0 Limits: 49-151%10/24/23 21:174 AMP V39410
Surrogate: 2,4,6-Tribromophenol 90.7 Limits: 31-144%10/24/23 21:174 AMP V39410
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Page 46 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V39345QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V39344
Associated Lab Samples: 97978, 97982, 97983, 97984
LRB-V39344 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
10/19/23 13:570.5000.180<0.180µg/LBenzene
10/19/23 13:570.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
10/19/23 13:570.5000.170<0.170µg/LEthylbenzene
10/19/23 13:571.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
10/19/23 13:571.000.470<0.470µg/LNaphthalene
10/19/23 13:570.5000.220<0.220µg/LToluene
10/19/23 13:570.5000.210<0.210µg/Lo-Xylene
10/19/23 13:571.000.420<0.420µg/Lm,p-Xylene
10/19/23 13:574-Bromofluorobenzene (S)90.8 70-130
10/19/23 13:57Dibromofluoromethane (S)100 70-130
10/19/23 13:571,2-Dichloroethane - d4 (S)93.8 70-130
10/19/23 13:57Toluene-d8 (S)98.8 70-130
LCS-V39344 LCSD-V39344Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
18.2 91.094.018.820.0µg/LBenzene 70-130 3.2 20.0
18.5 92.583.516.720.0µg/LDi-Isopropyl Ether (DIPE)70-130 10.2 20.0
18.0 90.093.518.720.0µg/LEthylbenzene 70-130 3.8 20.0
18.5 92.588.517.720.0µg/LMethyl tert-butyl ether (MTBE)70-130 4.4 20.0
24.3 12211623.220.0µg/LNaphthalene 70-130 4.6 20.0
18.4 92.094.518.920.0µg/LToluene 70-130 2.6 20.0
17.5 87.590.018.020.0µg/Lo-Xylene 70-130 2.8 20.0
37.8 94.597.038.840.0µg/Lm,p-Xylene 70-130 2.6 20.0
89.091.64-Bromofluorobenzene (S)70-130
99.899.0Dibromofluoromethane (S)70-130
Page 1 of 16Date:10/25/2023 05:38 PM
Page 47 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V39345QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V39344
LCS-V39344 LCSD-V39344Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
93.492.61,2-Dichloroethane - d4 (S)70-130
10098.4Toluene-d8 (S)70-130
Page 2 of 16Date:10/25/2023 05:38 PM
Page 48 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V39384QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V39377
Associated Lab Samples: 97976, 97977, 97979, 97980, 97981, 97985
LRB-V39377 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
10/23/23 15:410.5000.180<0.180µg/LBenzene
10/23/23 15:410.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
10/23/23 15:410.5000.170<0.170µg/LEthylbenzene
10/23/23 15:411.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
10/23/23 15:411.000.470<0.470µg/LNaphthalene
10/23/23 15:410.5000.220<0.220µg/LToluene
10/23/23 15:410.5000.210<0.210µg/Lo-Xylene
10/23/23 15:411.000.420<0.420µg/Lm,p-Xylene
10/23/23 15:414-Bromofluorobenzene (S)101 70-130
10/23/23 15:41Dibromofluoromethane (S)98.8 70-130
10/23/23 15:411,2-Dichloroethane - d4 (S)91.2 70-130
10/23/23 15:41Toluene-d8 (S)104 70-130
LCS-V39377 LCSD-V39377Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
18.7 93.596.019.220.0µg/LBenzene 70-130 2.6 20.0
18.4 92.096.519.320.0µg/LDi-Isopropyl Ether (DIPE)70-130 4.7 20.0
18.6 93.093.018.620.0µg/LEthylbenzene 70-130 0.0 20.0
17.7 88.591.018.220.0µg/LMethyl tert-butyl ether (MTBE)70-130 2.7 20.0
19.1 95.594.018.820.0µg/LNaphthalene 70-130 1.5 20.0
17.6 88.091.018.220.0µg/LToluene 70-130 3.3 20.0
19.1 95.595.019.020.0µg/Lo-Xylene 70-130 0.5 20.0
40.2 10199.239.740.0µg/Lm,p-Xylene 70-130 1.2 20.0
97.697.64-Bromofluorobenzene (S)70-130
95.696.8Dibromofluoromethane (S)70-130
Page 3 of 16Date:10/25/2023 05:38 PM
Page 49 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V39384QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V39377
LCS-V39377 LCSD-V39377Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
94.497.41,2-Dichloroethane - d4 (S)70-130
105105Toluene-d8 (S)70-130
Page 4 of 16Date:10/25/2023 05:38 PM
Page 50 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39367QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39308
Associated Lab Samples: 97979, 97980
LRB-V39308 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
10/24/23 17:592.000.302<0.302µg/LAcenaphthene
10/24/23 17:592.000.297<0.297µg/LAcenaphthylene
10/24/23 17:592.000.836<0.836µg/LAnthracene
10/24/23 17:5910.01.32<1.32µg/LBenzidine
10/24/23 17:592.000.637<0.637µg/LBenzo(a)anthracene
10/24/23 17:592.001.02<1.02µg/LBenzo(a)pyrene
10/24/23 17:595.002.49<2.49µg/LBenzo(b)fluoranthene
10/24/23 17:595.001.01<1.01µg/LBenzo(g,h,i)perylene
10/24/23 17:595.001.99<1.99µg/LBenzo(k)fluoranthene
10/24/23 17:5910.01.10<1.10µg/LBenzoic Acid
10/24/23 17:595.000.684<0.684µg/LBenzyl alcohol
10/24/23 17:595.000.468<0.468µg/LBis(2-Chloroethoxy)methane
10/24/23 17:595.001.04<1.04µg/LBis(2-Chloroethyl)ether
10/24/23 17:595.001.08<1.08µg/LBis(2-Chloroisopropyl)ether
10/24/23 17:5910.03.46<3.46µg/LBis(2-ethylhexyl)phthalate
10/24/23 17:595.001.11<1.11µg/L4-Bromophenyl phenyl ether
10/24/23 17:595.001.83<1.83µg/LButyl benzyl phthalate
10/24/23 17:595.001.18<1.18µg/L4-Chloro-3-methylphenol
10/24/23 17:5920.07.38<7.38µg/L2-Chloronaphthalene
10/24/23 17:5910.00.938<0.938µg/L2-Chlorophenol
10/24/23 17:595.001.71<1.71µg/L4-Chlorophenyl phenyl ether
10/24/23 17:592.000.405<0.405µg/LChrysene
10/24/23 17:592.000.434<0.434µg/LDibenz(a,h)anthracene
10/24/23 17:595.000.856<0.856µg/LDibenzofuran
10/24/23 17:595.002.00<2.00µg/L1,2-Dichlorobenzene
10/24/23 17:595.002.00<2.00µg/L1,3-Dichlorobenzene
10/24/23 17:595.002.05<2.05µg/L1,4-Dichlorobenzene
Page 5 of 16Date:10/25/2023 05:38 PM
Page 51 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39367QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39308
Associated Lab Samples: 97979, 97980
LRB-V39308 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
10/24/23 17:595.001.89<1.89µg/L3,3'-Dichlorobenzidine
10/24/23 17:5910.01.46<1.46µg/L2,4-Dichlorophenol
10/24/23 17:595.000.745<0.745µg/LDiethyl phthalate
10/24/23 17:595.000.939<0.939µg/LDimethyl phthalate
10/24/23 17:5920.01.57<1.57µg/L2,4-Dimethylphenol
10/24/23 17:595.002.06<2.06µg/LDi-n-butyl phthalate
10/24/23 17:5910.02.07<2.07µg/L4,6-Dinitro-2-methylphenol
10/24/23 17:5910.01.92<1.92µg/L2,4-Dinitrophenol
10/24/23 17:595.001.11<1.11µg/L2,4-Dinitrotoluene
10/24/23 17:595.000.809<0.809µg/L2,6-Dinitrotoluene
10/24/23 17:595.001.65<1.65µg/LDi-n-Octyl Phthalate
10/24/23 17:592.000.250<0.250µg/LFluoranthene
10/24/23 17:592.000.807<0.807µg/LFluorene
10/24/23 17:595.000.979<0.979µg/LHexachlorobenzene
10/24/23 17:595.002.73<2.73µg/LHexachlorobutadiene
10/24/23 17:595.002.05<2.05µg/LHexachlorocyclopentadiene
10/24/23 17:595.001.76<1.76µg/LHexachloroethane
10/24/23 17:592.000.477<0.477µg/LIndeno(1,2,3-cd)pyrene
10/24/23 17:595.000.444<0.444µg/LIsophorone
10/24/23 17:592.001.14<1.14µg/L1-Methylnaphthalene
10/24/23 17:592.000.666<0.666µg/L2-Methylnaphthalene
10/24/23 17:592.000.728<0.728µg/LNaphthalene
10/24/23 17:595.000.905<0.905µg/LNitrobenzene
10/24/23 17:595.000.493<0.493µg/L2-Nitrophenol
10/24/23 17:5910.01.23<1.23µg/L4-Nitrophenol
10/24/23 17:595.001.10<1.10µg/LN-Nitrosodiphenylamine
10/24/23 17:595.000.641<0.641µg/LN-Nitroso-di-n-propylamine
Page 6 of 16Date:10/25/2023 05:38 PM
Page 52 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39367QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39308
Associated Lab Samples: 97979, 97980
LRB-V39308 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
10/24/23 17:595.001.43<1.43µg/LPentachlorophenol
10/24/23 17:592.000.428<0.428µg/LPhenanthrene
10/24/23 17:595.000.651<0.651µg/LPhenol
10/24/23 17:592.000.434<0.434µg/LPyrene
10/24/23 17:595.002.21<2.21µg/L1,2,4-Trichlorobenzene
10/24/23 17:595.001.32<1.32µg/L2,4,6-Trichlorophenol
10/24/23 17:592-Fluorobiphenyl (S)77.4 49-118
10/24/23 17:592-Fluorophenol (S)47.6 22-84
10/24/23 17:59Nitrobenzene-d5 (S)73.0 43-123
10/24/23 17:594-Terphenyl-d14 (S)88.8 49-151
10/24/23 17:592,4,6-Tribromophenol (S)77.0 31-144
10/24/23 17:59Phenol-d5 (S)32.6 10-63
LCS-V39308 LCSD-V39308Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
41.5 83.072.636.350.0µg/LAcenaphthene 47-145 13.3 20.0
40.8 81.671.235.650.0µg/LAcenaphthylene 33-145 13.6 20.0
46.1 92.283.641.850.0µg/LAnthracene 27-133 9.7 20.0
19.9 39.88.7*4.3850.0µg/LBenzidine 15-150 128*20.0
43.9 87.880.840.450.0µg/LBenzo(a)anthracene 33-143 8.3 20.0
52.4 10598.449.250.0µg/LBenzo(a)pyrene 17-163 6.2 20.0
48.4 96.887.443.750.0µg/LBenzo(b)fluoranthene 24-159 10.2 20.0
47.4 94.884.442.250.0µg/LBenzo(g,h,i)perylene 10-219 11.6 20.0
44.0 88.080.240.150.0µg/LBenzo(k)fluoranthene 11-162 9.2 20.0
15.2 30.430.215.150.0µg/LBenzoic Acid 10-125 0.6 20.0
Page 7 of 16* QC Fail Date:10/25/2023 05:38 PM
Page 53 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39367QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39308
LCS-V39308 LCSD-V39308Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
35.9 71.865.232.650.0µg/LBenzyl alcohol 16-107 9.6 20.0
34.0 68.060.830.450.0µg/LBis(2-Chloroethoxy)methane 33-184 11.1 20.0
33.5 67.058.429.250.0µg/LBis(2-Chloroethyl)ether 12-158 13.7 20.0
34.9 69.860.630.350.0µg/LBis(2-Chloroisopropyl)ether 36-166 14.1 20.0
45.9 91.885.442.750.0µg/LBis(2-ethylhexyl)phthalate 10-158 7.2 20.0
42.6 85.276.038.050.0µg/L4-Bromophenyl phenyl ether 53-127 11.4 20.0
48.1 96.290.245.150.0µg/LButyl benzyl phthalate 10-152 6.4 20.0
37.2 74.467.033.550.0µg/L4-Chloro-3-methylphenol 22-147 10.4 20.0
39.4 78.868.234.150.0µg/L2-Chloronaphthalene 60-118 14.4 20.0
35.3 70.662.231.150.0µg/L2-Chlorophenol 23-134 12.6 20.0
41.4 82.873.236.650.0µg/L4-Chlorophenyl phenyl ether 25-158 12.3 20.0
44.3 88.683.241.650.0µg/LChrysene 17-168 6.2 20.0
30.2 60.457.628.850.0µg/LDibenz(a,h)anthracene 10-227 4.7 20.0
42.3 84.674.437.250.0µg/LDibenzofuran 39-114 12.8 20.0
28.3 56.652.026.050.0µg/L1,2-Dichlorobenzene 32-129 8.4 20.0
27.7 55.449.624.850.0µg/L1,3-Dichlorobenzene 20-124 11.0 20.0
26.7 53.448.424.250.0µg/L1,4-Dichlorobenzene 20-124 9.8 20.0
43.6 87.276.838.450.0µg/L3,3'-Dichlorobenzidine 10-262 12.6 20.0
36.9 73.864.632.350.0µg/L2,4-Dichlorophenol 39-135 13.2 20.0
45.8 91.682.441.250.0µg/LDiethyl phthalate 10-114 10.5 20.0
45.3 90.681.840.950.0µg/LDimethyl phthalate 10-112 10.2 20.0
47.2 94.484.842.450.0µg/L2,4-Dimethylphenol 32-119 10.7 20.0
50.5 10192.246.150.0µg/LDi-n-butyl phthalate 10-118 9.1 20.0
42.1 84.275.037.550.0µg/L4,6-Dinitro-2-methylphenol 10-181 11.5 20.0
45.4 90.876.438.250.0µg/L2,4-Dinitrophenol 10-191 17.2 20.0
51.8 10490.445.250.0µg/L2,4-Dinitrotoluene 39-139 13.6 20.0
Page 8 of 16Date:10/25/2023 05:38 PM
Page 54 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39367QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39308
LCS-V39308 LCSD-V39308Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
53.2 10695.247.650.0µg/L2,6-Dinitrotoluene 50-158 11.1 20.0
48.0 96.087.043.550.0µg/LDi-n-Octyl Phthalate 10-146 9.8 20.0
45.4 90.883.041.550.0µg/LFluoranthene 26-137 8.9 20.0
43.2 86.477.038.550.0µg/LFluorene 59-121 11.5 20.0
45.0 90.081.040.550.0µg/LHexachlorobenzene 10-152 10.5 20.0
30.1 60.250.625.350.0µg/LHexachlorobutadiene 24-116 17.3 20.0
27.8 55.646.223.150.0µg/LHexachlorocyclopentadiene 32-117 18.4 20.0
26.8 53.648.424.250.0µg/LHexachloroethane 40-113 10.1 20.0
43.4 86.880.840.450.0µg/LIndeno(1,2,3-cd)pyrene 10-171 7.1 20.0
32.5 65.059.029.550.0µg/LIsophorone 21-196 9.6 20.0
31.4 62.855.027.550.0µg/L1-Methylnaphthalene 40-135 13.2 20.0
31.8 63.655.427.750.0µg/L2-Methylnaphthalene 18-121 13.7 20.0
29.7 59.451.825.950.0µg/LNaphthalene 21-133 13.6 20.0
33.0 66.058.629.350.0µg/LNitrobenzene 35-180 11.8 20.0
37.7 75.466.233.150.0µg/L2-Nitrophenol 29-182 12.9 20.0
19.8 39.637.818.950.0µg/L4-Nitrophenol 10-132 4.6 20.0
52.2 10495.247.650.0µg/LN-Nitrosodiphenylamine 69-152 9.2 20.0
40.0 80.071.035.550.0µg/LN-Nitroso-di-n-propylamine 10-230 11.9 20.0
51.4 10391.245.650.0µg/LPentachlorophenol 14-176 11.9 20.0
44.6 89.281.040.550.0µg/LPhenanthrene 54-120 9.6 20.0
14.6 29.225.812.950.0µg/LPhenol 10-112 12.3 20.0
43.6 87.281.040.550.0µg/LPyrene 52-115 7.3 20.0
28.4 56.849.424.750.0µg/L1,2,4-Trichlorobenzene 44-142 13.9 20.0
45.1 90.278.039.050.0µg/L2,4,6-Trichlorophenol 37-144 14.5 20.0
80.468.22-Fluorobiphenyl (S)49-118
44.739.92-Fluorophenol (S)22-84
Page 9 of 16Date:10/25/2023 05:38 PM
Page 55 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39367QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39308
LCS-V39308 LCSD-V39308Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
66.057.2Nitrobenzene-d5 (S)43-123
86.680.84-Terphenyl-d14 (S)49-151
85.575.22,4,6-Tribromophenol (S)31-144
29.826.8Phenol-d5 (S)10-63
Page 10 of 16Date:10/25/2023 05:38 PM
Page 56 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39410QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39381
Associated Lab Samples: 97976, 97977, 97978, 97981, 97982, 97983, 97984, 97985
LRB-V39381 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
10/24/23 16:472.000.302<0.302µg/LAcenaphthene
10/24/23 16:472.000.297<0.297µg/LAcenaphthylene
10/24/23 16:472.000.836<0.836µg/LAnthracene
10/24/23 16:4710.01.32<1.32µg/LBenzidine
10/24/23 16:472.000.637<0.637µg/LBenzo(a)anthracene
10/24/23 16:472.001.02<1.02µg/LBenzo(a)pyrene
10/24/23 16:475.002.49<2.49µg/LBenzo(b)fluoranthene
10/24/23 16:475.001.01<1.01µg/LBenzo(g,h,i)perylene
10/24/23 16:475.001.99<1.99µg/LBenzo(k)fluoranthene
10/24/23 16:4710.01.10<1.10µg/LBenzoic Acid
10/24/23 16:475.000.684<0.684µg/LBenzyl alcohol
10/24/23 16:475.000.468<0.468µg/LBis(2-Chloroethoxy)methane
10/24/23 16:475.001.04<1.04µg/LBis(2-Chloroethyl)ether
10/24/23 16:475.001.08<1.08µg/LBis(2-Chloroisopropyl)ether
10/24/23 16:4710.03.46<3.46µg/LBis(2-ethylhexyl)phthalate
10/24/23 16:475.001.11<1.11µg/L4-Bromophenyl phenyl ether
10/24/23 16:475.001.83<1.83µg/LButyl benzyl phthalate
10/24/23 16:475.001.18<1.18µg/L4-Chloro-3-methylphenol
10/24/23 16:4720.07.38<7.38µg/L2-Chloronaphthalene
10/24/23 16:4710.00.938<0.938µg/L2-Chlorophenol
10/24/23 16:475.001.71<1.71µg/L4-Chlorophenyl phenyl ether
10/24/23 16:472.000.405<0.405µg/LChrysene
10/24/23 16:472.000.434<0.434µg/LDibenz(a,h)anthracene
10/24/23 16:475.000.856<0.856µg/LDibenzofuran
10/24/23 16:475.002.00<2.00µg/L1,2-Dichlorobenzene
10/24/23 16:475.002.00<2.00µg/L1,3-Dichlorobenzene
10/24/23 16:475.002.05<2.05µg/L1,4-Dichlorobenzene
Page 11 of 16Date:10/25/2023 05:38 PM
Page 57 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39410QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39381
Associated Lab Samples: 97976, 97977, 97978, 97981, 97982, 97983, 97984, 97985
LRB-V39381 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
10/24/23 16:475.001.89<1.89µg/L3,3'-Dichlorobenzidine
10/24/23 16:4710.01.46<1.46µg/L2,4-Dichlorophenol
10/24/23 16:475.000.745<0.745µg/LDiethyl phthalate
10/24/23 16:475.000.939<0.939µg/LDimethyl phthalate
10/24/23 16:4720.01.57<1.57µg/L2,4-Dimethylphenol
10/24/23 16:475.002.06<2.06µg/LDi-n-butyl phthalate
10/24/23 16:4710.02.07<2.07µg/L4,6-Dinitro-2-methylphenol
10/24/23 16:4710.01.92<1.92µg/L2,4-Dinitrophenol
10/24/23 16:475.001.11<1.11µg/L2,4-Dinitrotoluene
10/24/23 16:475.000.809<0.809µg/L2,6-Dinitrotoluene
10/24/23 16:475.001.65<1.65µg/LDi-n-Octyl Phthalate
10/24/23 16:472.000.250<0.250µg/LFluoranthene
10/24/23 16:472.000.807<0.807µg/LFluorene
10/24/23 16:475.000.979<0.979µg/LHexachlorobenzene
10/24/23 16:475.002.73<2.73µg/LHexachlorobutadiene
10/24/23 16:475.002.05<2.05µg/LHexachlorocyclopentadiene
10/24/23 16:475.001.76<1.76µg/LHexachloroethane
10/24/23 16:472.000.477<0.477µg/LIndeno(1,2,3-cd)pyrene
10/24/23 16:475.000.444<0.444µg/LIsophorone
10/24/23 16:472.001.14<1.14µg/L1-Methylnaphthalene
10/24/23 16:472.000.666<0.666µg/L2-Methylnaphthalene
10/24/23 16:472.000.728<0.728µg/LNaphthalene
10/24/23 16:475.000.905<0.905µg/LNitrobenzene
10/24/23 16:475.000.493<0.493µg/L2-Nitrophenol
10/24/23 16:4710.01.23<1.23µg/L4-Nitrophenol
10/24/23 16:475.001.10<1.10µg/LN-Nitrosodiphenylamine
10/24/23 16:475.000.641<0.641µg/LN-Nitroso-di-n-propylamine
Page 12 of 16Date:10/25/2023 05:38 PM
Page 58 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39410QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39381
Associated Lab Samples: 97976, 97977, 97978, 97981, 97982, 97983, 97984, 97985
LRB-V39381 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
10/24/23 16:475.001.43<1.43µg/LPentachlorophenol
10/24/23 16:472.000.428<0.428µg/LPhenanthrene
10/24/23 16:475.000.651<0.651µg/LPhenol
10/24/23 16:472.000.434<0.434µg/LPyrene
10/24/23 16:475.002.21<2.21µg/L1,2,4-Trichlorobenzene
10/24/23 16:475.001.32<1.32µg/L2,4,6-Trichlorophenol
10/24/23 16:472-Fluorobiphenyl (S)80.8 49-118
10/24/23 16:472-Fluorophenol (S)46.5 22-84
10/24/23 16:47Nitrobenzene-d5 (S)74.4 43-123
10/24/23 16:474-Terphenyl-d14 (S)89.2 49-151
10/24/23 16:472,4,6-Tribromophenol (S)91.0 31-144
10/24/23 16:47Phenol-d5 (S)31.5 10-63
LCS-V39381 LCSD-V39381Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
40.1 80.269.434.750.0µg/LAcenaphthene 47-145 14.4 20.0
39.7 79.469.234.650.0µg/LAcenaphthylene 33-145 13.7 20.0
47.3 94.681.840.950.0µg/LAnthracene 27-133 14.5 20.0
19.2 38.434.217.150.0µg/LBenzidine 15-150 11.5 20.0
46.9 93.881.040.550.0µg/LBenzo(a)anthracene 33-143 14.6 20.0
52.7 10591.645.850.0µg/LBenzo(a)pyrene 17-163 14.0 20.0
49.1 98.285.442.750.0µg/LBenzo(b)fluoranthene 24-159 13.9 20.0
47.5 95.082.241.150.0µg/LBenzo(g,h,i)perylene 10-219 14.4 20.0
48.1 96.283.841.950.0µg/LBenzo(k)fluoranthene 11-162 13.7 20.0
15.6 31.224.412.250.0µg/LBenzoic Acid 10-125 24.4*20.0
Page 13 of 16* QC Fail Date:10/25/2023 05:38 PM
Page 59 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39410QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39381
LCS-V39381 LCSD-V39381Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
36.0 72.060.030.050.0µg/LBenzyl alcohol 16-107 18.1 20.0
35.0 70.060.630.350.0µg/LBis(2-Chloroethoxy)methane 33-184 14.3 20.0
34.4 68.858.829.450.0µg/LBis(2-Chloroethyl)ether 12-158 15.6 20.0
33.9 67.858.229.150.0µg/LBis(2-Chloroisopropyl)ether 36-166 15.2 20.0
51.8 10488.044.050.0µg/LBis(2-ethylhexyl)phthalate 10-158 16.2 20.0
43.1 86.274.837.450.0µg/L4-Bromophenyl phenyl ether 53-127 14.1 20.0
50.8 10287.243.650.0µg/LButyl benzyl phthalate 10-152 15.2 20.0
37.8 75.667.233.650.0µg/L4-Chloro-3-methylphenol 22-147 11.7 20.0
37.7 75.465.632.850.0µg/L2-Chloronaphthalene 60-118 13.9 20.0
35.1 70.259.229.650.0µg/L2-Chlorophenol 23-134 17.0 20.0
40.8 81.671.035.550.0µg/L4-Chlorophenyl phenyl ether 25-158 13.8 20.0
48.7 97.485.642.850.0µg/LChrysene 17-168 12.8 20.0
53.9 10885.642.850.0µg/LDibenz(a,h)anthracene 10-227 22.9*20.0
42.0 84.073.436.750.0µg/LDibenzofuran 39-114 13.4 20.0
27.2 54.449.224.650.0µg/L1,2-Dichlorobenzene 32-129 10.0 20.0
25.7 51.447.023.550.0µg/L1,3-Dichlorobenzene 20-124 8.9 20.0
24.9 49.844.222.150.0µg/L1,4-Dichlorobenzene 20-124 11.9 20.0
42.2 84.472.436.250.0µg/L3,3'-Dichlorobenzidine 10-262 15.3 20.0
36.5 73.061.430.750.0µg/L2,4-Dichlorophenol 39-135 17.2 20.0
48.0 96.082.641.350.0µg/LDiethyl phthalate 10-114 15.0 20.0
47.6 95.280.840.450.0µg/LDimethyl phthalate 10-112 16.3 20.0
49.4 98.886.043.050.0µg/L2,4-Dimethylphenol 32-119 13.8 20.0
50.9 10288.644.350.0µg/LDi-n-butyl phthalate 10-118 13.8 20.0
48.7 97.479.039.550.0µg/L4,6-Dinitro-2-methylphenol 10-181 20.8*20.0
46.2 92.477.238.650.0µg/L2,4-Dinitrophenol 10-191 17.9 20.0
50.2 10088.444.250.0µg/L2,4-Dinitrotoluene 39-139 12.7 20.0
Page 14 of 16* QC Fail Date:10/25/2023 05:38 PM
Page 60 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39410QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39381
LCS-V39381 LCSD-V39381Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
47.7 95.483.241.650.0µg/L2,6-Dinitrotoluene 50-158 13.6 20.0
50.6 10188.244.150.0µg/LDi-n-Octyl Phthalate 10-146 13.7 20.0
47.8 95.682.441.250.0µg/LFluoranthene 26-137 14.8 20.0
44.1 88.275.437.750.0µg/LFluorene 59-121 15.6 20.0
47.8 95.683.841.950.0µg/LHexachlorobenzene 10-152 13.1 20.0
27.4 54.847.223.650.0µg/LHexachlorobutadiene 24-116 14.9 20.0
24.7 49.442.421.250.0µg/LHexachlorocyclopentadiene 32-117 15.2 20.0
24.5 49.044.422.250.0µg/LHexachloroethane 40-113 9.8 20.0
47.0 94.082.241.150.0µg/LIndeno(1,2,3-cd)pyrene 10-171 13.3 20.0
33.5 67.058.429.250.0µg/LIsophorone 21-196 13.7 20.0
30.4 60.853.826.950.0µg/L1-Methylnaphthalene 40-135 12.2 20.0
30.3 60.652.826.450.0µg/L2-Methylnaphthalene 18-121 13.7 20.0
28.0 56.048.824.450.0µg/LNaphthalene 21-133 13.7 20.0
33.3 66.657.628.850.0µg/LNitrobenzene 35-180 14.4 20.0
32.7 65.455.827.950.0µg/L2-Nitrophenol 29-182 15.8 20.0
22.4 44.837.818.950.0µg/L4-Nitrophenol 10-132 16.9 20.0
54.8 11094.847.450.0µg/LN-Nitrosodiphenylamine 69-152 14.4 20.0
39.9 79.869.034.550.0µg/LN-Nitroso-di-n-propylamine 10-230 14.5 20.0
63.0 12610552.450.0µg/LPentachlorophenol 14-176 18.3 20.0
47.4 94.882.641.350.0µg/LPhenanthrene 54-120 13.7 20.0
16.6 33.228.214.150.0µg/LPhenol 10-112 16.2 20.0
49.1 98.284.842.450.0µg/LPyrene 52-115 14.6 20.0
26.5 53.046.023.050.0µg/L1,2,4-Trichlorobenzene 44-142 14.1 20.0
42.3 84.671.835.950.0µg/L2,4,6-Trichlorophenol 37-144 16.3 20.0
81.872.22-Fluorobiphenyl (S)49-118
43.840.62-Fluorophenol (S)22-84
Page 15 of 16Date:10/25/2023 05:38 PM
Page 61 of 65
Quality Control Data
23-292-0003Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National
QC Prep Batch Method:
625.1 - Base/Neutrals and Acids by GC/MS
625.1
V39410QC Analytical Batch(es):
Analysis Method:
Analysis Description:
625.1 (Prep)
QC Prep:V39381
LCS-V39381 LCSD-V39381Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
65.259.8Nitrobenzene-d5 (S)43-123
94.486.24-Terphenyl-d14 (S)49-151
97.085.42,4,6-Tribromophenol (S)31-144
30.727.4Phenol-d5 (S)10-63
Page 16 of 16Date:10/25/2023 05:38 PM
Page 62 of 65
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-292-0003
S&ME, Inc - Charlotte
01176
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 1.5C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:10/19/2023 09:22:58
Special precautions or instructions included?
Comments:
Page 63 of 65
Page 64 of 65
Page 65 of 65

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

12/28/2023
S&ME, Inc - Charlotte Laura Beth Slagle
2016 Ayrsley Town Blvd. Suite 2-A
Charlotte, NC, 28273
Ref: Analytical Testing Lab Report Number: 23-352-0014
Client Project Description: Schneider National Trucking
Dear Laura Beth Slagle:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 12/18/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Danyale Love Project Manager
Page 1 of 11
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202437735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202499012State ProgramSouth Carolina
12/31/202399012State ProgramSouth Carolina
Page 1 of 1 00016/23-352-0014
Page 2 of 11
Report Number:
Sample Summary Table
Client Project Description:
23-352-0014
Schneider National Trucking
Lab No Client Sample ID Matrix Date Collected Date Received
12/18/2023 11:45Aqueous 92241 EFF 12/18/2023 12:23
Page 3 of 11
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-352-0014
Report Limit
Project:Schneider National Trucking
V 92241EFF
5.1 12/22/2023 15:202540D-2015 Total Suspended Solids mg/L 0.7
Page 4 of 11
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-352-0014
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 12/18/2023
Schneider National Trucking
Report Date : 12/28/2023
Sample ID :
Lab No :
Sampled:EFF
92241 Matrix:
12/18/2023 11:45
Aqueous
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
<3.3 mg/L 3.3 5.6HEM: Oil and Grease 1 12/27/23 09:16 1664BRLW
5.1 mg/L 0.7 2.7Total Suspended Solids 1 12/22/23 15:20 2540D-2015JMD
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 5 of 11
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28273
23-352-0014
01176
Suite 2-A
S&ME, Inc - Charlotte
2016 Ayrsley Town Blvd.
Laura Beth Slagle
Charlotte
Received : 12/18/2023
Schneider National Trucking
Report Date : 12/28/2023
Sample ID :
Lab No :
Sampled:EFF
92241 Matrix:
12/18/2023 11:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
3510C
8270E Prep Batch(es):V41499 12/19/23 10:44
<0.728 µg/L 0.728 2.00Naphthalene 1 12/20/23 15:55 V41539AMP
Surrogate: 2-Fluorobiphenyl 73.2 Limits: 44-119%12/20/23 15:551 AMP V41539
Surrogate: Nitrobenzene-d5 73.2 Limits: 44-120%12/20/23 15:551 AMP V41539
Surrogate: 4-Terphenyl-d14 68.2 Limits: 50-134%12/20/23 15:551 AMP V41539
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 11
Quality Control Data
23-352-0014Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National Trucking
Oil and Grease
1664B
V41722QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 92241
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
12/27/23 09:165.03.0<3.0mg/LHEM: Oil and Grease
OPROngoing Precision and Recovery
%
RecoveryParameter
AnalyzedOPR
Result
Spike
Conc.Units
Qualifiers%Rec
Limits
106 12/27/23 09:1642.240.0mg/LHEM: Oil and Grease 78-114
V 92236-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
18.0 12/27/23 09:160.0<6.3< 6.3mg/LHEM: Oil and Grease
V 92063-MSMatrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
39.5 74.0*45.46.0mg/LHEM: Oil and Grease 78-114
Page 1 of 3Date:12/28/2023 10:40 AM
Page 7 of 11
Quality Control Data
23-352-0014Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National Trucking
Total Suspended Solids
2540D-2015
V41635QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 92241
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
12/22/23 15:202.50.70.7mg/LTotal Suspended Solids
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
100478477mg/LTotal Suspended Solids 90-110
V 92312-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
10.0 12/22/23 15:203.4148143mg/LTotal Suspended Solids
Page 2 of 3Date:12/28/2023 10:40 AM
Page 8 of 11
Quality Control Data
23-352-0014Report No:
Project Description:
Client ID:S&ME, Inc - Charlotte
Schneider National Trucking
QC Prep Batch Method:
Semivolatile Organic Compounds - GC/MS
8270E
V41539QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3510C
QC Prep:V41499
Associated Lab Samples: 92241
LRB-V41499 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
12/19/23 16:552.000.728<0.728µg/LNaphthalene
12/19/23 16:552-Fluorobiphenyl (S)71.6 44-119
12/19/23 16:552-Fluorophenol (S)53.1 19-119
12/19/23 16:55Nitrobenzene-d5 (S)75.0 44-120
12/19/23 16:554-Terphenyl-d14 (S)84.2 50-134
12/19/23 16:552,4,6-Tribromophenol (S)90.4 43-140
12/19/23 16:55Phenol-d5 (S)34.2 11-100
LCS-V41499 LCSD-V41499Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
24.5 49.050.225.150.0µg/LNaphthalene 40-121 2.4 20.0
69.470.42-Fluorobiphenyl (S)44-119
44.844.92-Fluorophenol (S)19-119
61.862.0Nitrobenzene-d5 (S)44-120
81.881.64-Terphenyl-d14 (S)50-134
92.394.42,4,6-Tribromophenol (S)43-140
29.829.3Phenol-d5 (S)11-100
Page 3 of 3Date:12/28/2023 10:40 AM
Page 9 of 11
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-352-0014
S&ME, Inc - Charlotte
01176
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 4.8C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:12/18/2023 14:02:14
Special precautions or instructions included?
Comments:
Page 10 of 11
Page 11 of 11

Appendix V – O&M Field Reports

Date:6/20/2023 Arrival Time:1000
Personnel: Matthew Brundage Departure Time:1400
Mileage:26 Hrs on-site:4
Arrived System On/Off Off
Cause for Off Condition: Power Loss
Totalizer Reading:235,958 Gal.Time:1330 Flow:18 gpm
Basin Flowmeter:N/A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:6,543 Temp:182 Vac @ Pump:18 in. Hg
Oil Level:OK Filter: OK Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:30 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:26 psi
Compressor:
Total Hours:7,489.00
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:95 gal.
PST Emptied:Yes No
Comments / Details:Reg. O&M top off LRP with Oil and clean heat exchanger on LRP.
Decant approx. 15 gal. of product from EQ tank.
Personnel Signature:
Carbon #2 pre Backwash PSI= Post Bacwash PSI=
Last Reading & Date:6/9/23 @ 80 gals.
Last Date Emptied: 8/22
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= Post Bacwash PSI=
Date:7/5/2023 Arrival Time:815
Personnel: Matthew Brundage Departure Time:1330
Mileage:26 Hrs on-site:5.25
Arrived System On/Off On
Cause for Off Condition:
Totalizer Reading:253,060 Gal.Time:1330 Flow:18 gpm
Basin Flowmeter:N/A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:6,920 Temp:170 Vac @ Pump:20 in. Hg
Oil Level:Filter: OK Vac @ KO:20 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:48 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:42 psi
Compressor:
Total Hours:7,582.40
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:95 gal.
PST Emptied:Yes No
Comments / Details:Reg O&M
Personnel Signature:
Carbon #2 pre Backwash PSI= 45 Post Bacwash PSI=45
Last Reading & Date:95 on 6/20/23
Last Date Emptied:
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 48 Post Bacwash PSI=45
Date:7/24/2023 Arrival Time:1000
Personnel: Matthew Brundage Departure Time:1500
Mileage:26 Hrs on-site:5
Arrived System On/Off Off
Cause for Off Condition: Blown Fuse
Totalizer Reading:276,519 Gal.Time:1500 Flow:18 gpm
Basin Flowmeter:N/A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:Temp:168 Vac @ Pump:22 in. Hg
Oil Level:Filter:Vac @ KO:22 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:48 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:40 psi
Compressor:
Total Hours:7,663.10
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:95 gal.
PST Emptied:Yes No
Comments / Details:Replace blown fuse. System troubleshoot, restart & Reg O&M.
Personnel Signature:
Carbon #2 pre Backwash PSI= 45 Post Bacwash PSI=45
Last Reading & Date: 7-05-23
Last Date Emptied: 8/5/22
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 48 Post Bacwash PSI=45
Date:8/3/2023 Arrival Time:730
Personnel: Matthew Brundage Departure Time:11
Mileage:26 Hrs on-site:3.5
Arrived System On/Off Off
Cause for Off Condition: PLC has no Power
Totalizer Reading:Gal.Time:Flow:gpm
Basin Flowmeter:Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:Temp:Vac @ Pump:in. Hg
Oil Level:Filter:Vac @ KO:in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:psi Size:micron
Changed Filters:Yes No Pressure After Change:psi
Compressor:
Total Hours:
Tank Pressure:psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:0 gal.
PST Emptied:Yes No
Comments / Details:Troubleshoot system power supply. Make calls to help diagnose problem. Try several options to get system back up & running
Will contact an electrician to come troublshoot electrical panel.
Personnel Signature:
Carbon #2 pre Backwash PSI= Post Bacwash PSI=
Last Reading & Date:
Last Date Emptied:
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= Post Bacwash PSI=
Date:8/14/2023 Arrival Time:1030
Personnel: Matthew Brundage Departure Time:1530
Mileage:26 Hrs on-site:5
Arrived System On/Off Off
Cause for Off Condition: Power issues
Totalizer Reading:276,614 Gal.Time:1515 Flow:18 gpm
Basin Flowmeter:N/A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:7,177 Temp:170 Vac @ Pump:18 in. Hg
Oil Level:Filter:Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:44 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:40 psi
Compressor:
Total Hours:7,663.40
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:150 gal.
PST Emptied:Yes No
Comments / Details:Meet David Reames on site to troubleshoot control panel
Replace fuses on transformer. Restart system, check operation. Conduct reg O&M
Personnel Signature:
Carbon #2 pre Backwash PSI= 40 Post Bacwash PSI=38
Last Reading & Date:95 on 6/20/23
Last Date Emptied:8/5/2022
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 44 Post Bacwash PSI=40
Date:8/24/2023 Arrival Time:800
Personnel: Matthew Brundage Departure Time:1330
Mileage:26 Hrs on-site:5.5
Arrived System On/Off On
Cause for Off Condition:
Totalizer Reading:278,666 Gal.Time:1315 Flow:16 gpm
Basin Flowmeter:N/A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:7,417 Temp:170 Vac @ Pump:18 in. Hg
Oil Level:OK Filter: OK Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:48 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:44 psi
Compressor:
Total Hours:7,691.30
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:150 gal.
PST Emptied:Yes No
Comments / Details:Reg O&M. Need to service compressor soon. Will order parts.
Personnel Signature:
Carbon #2 pre Backwash PSI= 40 Post Bacwash PSI=38
Last Reading & Date:95 on 6/20/23
Last Date Emptied: 8/5/2022
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 44 Post Bacwash PSI=40
Date:9/7/2023 Arrival Time:730
Personnel: Matthew Brundage Departure Time:1230
Mileage:26 Hrs on-site:5
Arrived System On/Off Off
Cause for Off Condition: H/L @ OWS
Totalizer Reading:282,328 Gal.Time:1215 Flow:gpm
Basin Flowmeter:N/A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:7,748 Temp:170 Vac @ Pump:18 in. Hg
Oil Level:OK Filter: OK Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:54 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:44 psi
Compressor:
Total Hours:7,746.50
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:150 gal.
PST Emptied:Yes No
Comments / Details:Reg O&M
Personnel Signature:
Carbon #2 pre Backwash PSI= 40 Post Bacwash PSI=38
Last Reading & Date:95 on 6/20/23
Last Date Emptied: 8/5/2022
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 44 Post Bacwash PSI=40
Date:9/21/2023 Arrival Time:600
Personnel: Matthew Brundage Departure Time:1100
Mileage:26 Hrs on-site:5
Arrived System On/Off On
Cause for Off Condition:
Totalizer Reading:Gal.Time:Flow:gpm
Basin Flowmeter:Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:8,084 Temp:168 Vac @ Pump:18 in. Hg
Oil Level:OK Filter: OK Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:48 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:46 psi
Compressor:
Total Hours:7,815.80
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:0 gal.
PST Emptied:Yes No
Comments / Details:
Personnel Signature:
Carbon #2 pre Backwash PSI= 44 Post Bacwash PSI=40
Last Reading & Date:95 on 6/20/23
Last Date Emptied: 8/5/2022
Reg O&M
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 46 Post Bacwash PSI=44
Date:10/18/2023 Arrival Time:1100
Personnel: Matthew Brundage Departure Time:1600
Mileage:26 Hrs on-site:5
Arrived System On/Off On
Cause for Off Condition:
Totalizer Reading:291,133 Gal.Time:1500 Flow:18 gpm
Basin Flowmeter:N?A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:8,708 Temp:170 Vac @ Pump:18 in. Hg
Oil Level:OK Filter: OK Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:47 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:26 psi
Compressor:
Total Hours:7,889.50
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:125 gal.
PST Emptied:Yes No
Comments / Details:Reg. O&M
Personnel Signature:
Carbon #2 pre Backwash PSI= 42 Post Bacwash PSI=40
Last Reading & Date:
Last Date Emptied:
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 47 Post Bacwash PSI=42
Date:10/26/2023 Arrival Time:900
Personnel: Matthew Brundage Departure Time:1400
Mileage:26 Hrs on-site:5
Arrived System On/Off On
Cause for Off Condition:
Totalizer Reading:292,516 Gal.Time:1400 Flow:18 gpm
Basin Flowmeter:N/A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:8,900 Temp:170 Vac @ Pump:18 in. Hg
Oil Level:OK Filter: OK Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:47 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:26 psi
Compressor:
Total Hours:7,908.40
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:125 gal.
PST Emptied:Yes No
Comments / Details:Reg. O&M
Personnel Signature:
Carbon #2 pre Backwash PSI= 42 Post Bacwash PSI=40
Last Reading & Date:
Last Date Emptied:
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 47 Post Bacwash PSI=42
Date:11/7/2023 Arrival Time:1000
Personnel: Matthew Brundage Departure Time:1400
Mileage:26 Hrs on-site:5
Arrived System On/Off Off
Cause for Off Condition: Low oil @ LRP
Totalizer Reading:293,261 Gal.Time:1500 Flow:18 gpm
Basin Flowmeter:N?A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:9,005 Temp:170 Vac @ Pump:18 in. Hg
Oil Level:Low/ refilled Filter: OK Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:47 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:42 psi
Compressor:
Total Hours:7,932.00
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:150 gal.
PST Emptied:Yes No
Comments / Details:Reg. O&M Top off LRP with oil restart system, check operation. General house keeping of enclosure.
Personnel Signature:
Carbon #2 pre Backwash PSI= 38 Post Bacwash PSI=34
Last Reading & Date:
Last Date Emptied:
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 47 Post Bacwash PSI=38
Date:11/20/2023 Arrival Time:800
Personnel: Matthew Brundage Departure Time:1230
Mileage:26 Hrs on-site:4.5
Arrived System On/Off On
Cause for Off Condition:
Totalizer Reading:295,357 Gal.Time:1500 Flow:18 gpm
Basin Flowmeter:N/A Gal.Time:Flow:gpm
Travaini Pump:
Total Hours:9,314 Temp:168 Vac @ Pump:18 in. Hg
Oil Level:Low Filter: OK Vac @ KO:18 in. Hg
Oil Change/Service:Yes No Last Service Date:2/27/2023
Oil Water Separator:
Condition: Dirty W/ Bio-Growth
Cleaning:Yes No Last Cleaning Date:8/5/2022
Carbon Vessels:
Backwashed:Yes No
Emptied Backwash Tank: Yes No
Filters:
Bag Filter Pressures:52 psi Size:50 micron
Changed Filters:Yes No Pressure After Change:38 psi
Compressor:
Total Hours:8,054.90
Tank Pressure:150 psi Pressure To Sump:80 psi
Product Storage Tank:
Total Fluid/Product:145 gal.
PST Emptied:Yes No
Comments / Details:Reg. O&M Top off LRP with Oil , check operation.
Personnel Signature:
Carbon #2 pre Backwash PSI= 42 Post Bacwash PSI=40
Last Reading & Date: 125 on 11/07/23
Last Date Emptied: 8/5/22
Top off LRP with Oil , check operation.Recommend full system cleaning & carbon change at next TA.
Schneider National Carriers, Incident # 27765
2420 Starita Road, Charlotte, NC
S&ME Project No. 4335-17-113
Carbon #1 pre Backwash PSI= 47 Post Bacwash PSI=42