23045 Acme Spinning Mill Assessment Report 20200524

Via Email

March 24, 2020

NCDEQ – Division of Waste Management
Brownfields Program
1646 Mail Service Center
Raleigh, NC 27699-1646

Attn: Mr. Bill Schmithorst, PG

Re: Brownfields Assessment Report
Acme Spinning Mill
Belmont, North Carolina
Brownfields Project No. 23045-19-036
H&H Project No. BMT-001

Dear Bill:

On behalf of Belmont Industrial, LLC, please find the enclosed Brownfields Assessment Report
for the Acme Spinning Mill Brownfields property (Brownfields Project No. 23045-19-036)
located in Belmont, Gaston County for your review.

Should you have any questions or need additional information, please do not hesitate to contact
me at [phone].

Sincerely,

Hart & Hickman, PC
Haley Martin, PG Ralph McGee, PG
Assistant Project Geologist Project Manager

Enclosure

cc: Mr. Scott Bortz, Tribek Properties, Inc. (Via Email)
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Brownfields Assessment Report
Acme Spinning Mill
Woodlawn Street and Cason Street
Belmont, North Carolina
H&H Job No. BMT-001

Table of Contents

1.0 Introduction .............................................................................................................................1 
1.1 Background ............................................................................................................................1 
1.2 Previous Assessment Activities .............................................................................................2 
2.0 Brownfields Assessment Activities ........................................................................................5 
3.0 Soil Assessment Activities .......................................................................................................6 
3.1 Soil Sampling Methodologies ...............................................................................................6 
3.2 Soil Sampling Analytical Results ..........................................................................................7 
4.0 Soil Vapor Assessment Activities ...........................................................................................9 
4.1 Soil Vapor Sampling Methodologies ....................................................................................9 
4.2 Soil Vapor Sample Analytical Results ................................................................................11 
4.3 Vapor Intrusion Evaluation .................................................................................................12 
5.0 Summary and Conclusions ..................................................................................................13 

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List of Tables

Table 1 Summary of Soil Analytical Data
Table 2 Summary of Soil Vapor Analytical Data

List of Figures

Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Sample Location Map
Figure 4 Soil Vapor Concentration Comparison Map

List of Appendices

Appendix A Boring Logs & Soil Vapor Monitoring Point Construction Records
Appendix B Laboratory Analytical Reports
Appendix C DEQ Risk Calculators

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Brownfields Assessment Report
Acme Spinning Mill
Woodlawn Street and Cason Street
Belmont, North Carolina
H&H Job No. BMT-001

1.0 Introduction

On behalf of Belmont Industrial, LLC (the Prospective Developer or PD), Hart & Hickman, PC
(H&H) has prepared this report to document assessment activities recently completed at the
Acme Spinning Mill Brownfields property (Brownfields Project No. 23045-19-036) located at
182 Woodlawn Street and 667 Cason Street in Belmont, Gaston County, North Carolina (Site).
The Site consists of two adjacent parcels (Parcel Identification Nos. 3585994581 and
3585996351) separated by a north-south trending railroad corridor. The two Site parcels total
approximately 41 acres of undeveloped land and are located in a mixed residential and
commercial use area in North Belmont approximately one-mile north of Interstate 85. A Site
location map is provided as Figure 1, and the Site and surrounding area are shown in Figure 2.

The PD plans to redevelop the Site with one approximately 395,600 square foot (sq ft) industrial
warehouse building in the western and central portions of the Site and one approximately
188,700 sq ft industrial warehouse building in the eastern portion of the Site. Redevelopment
activities will also include installation of new paved access drives, parking areas, and landscaped
areas. The proposed redevelopment plans are shown in Figure 3.

1.1 Background

By the late 1910s, portions of the Site located west of the railroad corridor were developed with
multiple single-family residences and the Acme Spinning Company cotton textile mill facility.
Acme Spinning Company operated the textile mill from construction until the mid-1980s.
Parkdale Mill occupied the mill facility for yarn spinning operations from the mid-1980s until
approximately 2002. The mill buildings and single-family residences were razed by 2006 and
the Site has remained undeveloped land since that time. The approximate footprints of the
former residences and mill facility buildings are shown in Figure 2.
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Portion of the Site located east of the railroad corridor have historically consisted of undeveloped
land. In 2015, a gravel covered equipment staging and parking area for the railroad was
constructed in the in eastern portion of the Site.

1.2 Previous Assessment Activities

ECS Southeast, LLP (ECS) completed Phase I Environmental Site Assessment (ESA) activities
for the western portion of the Site in September 2014. The results of the Phase I ESA identified
the following environmental concerns in connection with the western portion of the Site:

 Historical uses in western portions of Site have included textile mill operations including
Acme Spinning Mill and Parkdale Mills. ECS considered the potential for impact
associated with uses of dyes and solvents as part of historical textile mill operations to
represent an environmental concern for the Site and recommended additional assessment.

 Soil impacts were discovered at the Site in 1992 (Incident No. 16354) during closure
activities associated with an approximately 10,000-gallon heating oil underground
storage tank (UST). Following completion of assessment activities conducted in 2007,
the North Carolina Department of Environmental Quality (DEQ) issued a No Further
Action (NFA) letter dated October 30, 2007 and closed the incident. Based on the
regulatory closed status of the release incident with no restrictions, ECS identified the
1992 UST incident as a Historical Recognized Environmental Condition and no further
assessment was recommended.

Following Phase I ESA activities, ECS completed limited soil and groundwater assessment
activities at the Site in October 2014. ECS advanced four (4) soil borings (B-1 through B-4)
within the footprint of former mill buildings and collected a soil sample for laboratory analysis
from each boring to evaluate the potential for impacts associated with historical milling
operations. In addition to the soil sampling activities, three temporary groundwater monitoring
wells were installed within the borings and groundwater samples (B-1GW, B-3GW, and
B-4GW) were collected for laboratory analysis to evaluate subsurface conditions. The soil and
groundwater samples were submitted for analysis of volatile organic compounds (VOCs) and
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semi-VOCs (SVOCs). The October 2014 soil and groundwater assessment activities are
documented in a Limited Soil and Groundwater Assessment report prepared by ECS and dated
October 20, 2014. The locations of the ECS soil borings are shown in Figure 3, and a brief
summary of the sampling results is provided below.

 Laboratory analytical results for soil samples B-1 and B-3 indicated that low levels of
polynuclear aromatic hydrocarbons (PAHs) including benzo(a)anthracene (up to
2.1 milligram per kilogram [mg/kg]), benzo(a)pyrene (up to 1.8 mg/kg),
benzo(b)fluoranthene (up to 2.1 mg/kg) , dibenzo(a,h)anthracene (up to 0.24 J mg/kg),
and indeno(1,2,3-cd)pyrene (up to 1.2 mg/kg) were detected at concentrations exceeding
the DEQ Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals
(PSRGs). No other compounds were detected at concentrations exceed the IHSB PSRGs
in the soil samples.

 Groundwater sample results indicated that the chlorinated solvents tetrachloroethylene
(PCE; 250 microgram per liter [µg/L]) and trichloroethylene (TCE; 5.4 µg/L) were
detected in groundwater sample B-4GW at concentrations exceeding the North Carolina
15A NCAC 2L Groundwater Quality Standards (2L Standards) and DEQ Division of
Waste Management (DWM) Non-Residential Vapor Intrusion Groundwater Screening
Levels (GWSLs). No other compounds were detected at concentrations above the
2L Standards or Non-Residential GWSLs in the groundwater samples.

In December 2014, H&H conducted soil and soil vapor sampling activities at the Site to further
evaluate impacts associated with historical textile milling operations. H&H collected nine (9)
soil samples for laboratory analysis from seven (7) soil borings (HHSB-1 through HHSB-7) in
the vicinity of former mill buildings. The soil samples were submitted for VOC and PAH
analysis. In addition to soil sampling activities, H&H installed four (4) permanent soil vapor
monitoring points (VMP-1 through VMP-4) and collected soil vapor samples for laboratory
analysis to evaluate the potential for structural vapor intrusion into future buildings. The soil
vapor samples were submitted for laboratory analysis of PCE, TCE, 1,1-dichloroethene (DCE),
and vinyl chloride based on results of the previous groundwater assessment activities. The soil
and soil vapor assessment activities are documented in a Phase II ESA report prepared by H&H
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and dated January 19, 2015. The December 2014 soil boring and permanent soil vapor
monitoring point locations are shown in Figure 3, and a brief summary of the sampling results is
provided below.

 Laboratory analytical results for shallow soil samples HHSB-2 (0-2 ft), HHSB-3 (0-2 ft),
and HHSB-7 (2-4 ft) indicated that low levels of PAHs including benzo(a)anthracene (up
to 5.53 mg/kg), benzo(a)pyrene (up to 4.22 mg/kg), benzo(b)fluoranthene (up to
3.81 J mg/kg), benzo(k)fluoranthene (up to 4.37 mg/kg), and indeno(1,2,3-cd)pyrene (up
to 2.25 J mg/kg) were detected at concentrations exceeding IHSB PSRGs. No other
compounds were detected at concentrations above the IHSB PSRGs in the soil samples.

 Soil vapor sampling results indicated that low levels of PCE (up to 13 micrograms per
cubic meter [µg/m3]) were detected in each of the four soil vapor samples at
concentrations well below the DWM Non-Residential Vapor Intrusion Sub-Slab and
Exterior Soil Gas Screening Level (SGSL) of 3,500 µg/m3. In addition, trace levels of
TCE (up to 0.40 J µg/m3) were detected in two of the four soil vapor samples at
concentrations well below the Non-Residential SGSL of 180 µg/m3. No other
compounds were detected at concentrations above the laboratory reporting limits in the
soil vapor samples.

To address environmental impacts identified during previous assessment activities, the PD
entered the Site into the DEQ Brownfields Redevelopment Now Program and received eligibility
in a letter dated August 27, 2019. Following review of available environmental assessment
reports and the proposed redevelopment plans for the Site, the DEQ Brownfields Program
requested that additional soil and soil vapor assessment activities be completed at the Site in an
email dated October 16, 2019. H&H subsequently prepared a Brownfields Assessment Work
Plan (Work Plan) and revisions to the Work Plan based on DEQ comments. The Work Plan
received DEQ Brownfields Program approval in an email dated January 9, 2020.
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2.0 Brownfields Assessment Activities

In February 2020, H&H completed Brownfields assessment activities at the Site to further
evaluate for potential impacts associated with historical on-Site and nearby off-Site operations.
The assessment activities included soil and soil vapor sampling activities and were performed in
general accordance with the DEQ-approved Work Plan, the DEQ IHSB Guidelines for
Assessment and Cleanup of Contaminated Sites (Guidelines) dated January 2020, the DEQ
DWM Vapor Intrusion Guidance (VI Guidance) dated March 2018, and most recent versions of
the U.S. Environmental Protection Agency (EPA) Region IV Science and Ecosystem Support
Division (SESD) Field Branches Quality System and Technical Procedures guidance.

Prior to conducting field activities, H&H contacted North Carolina 811, the public utility locator,
to mark subsurface utilities at the Site. H&H also contracted with a private utility locator to
mark utilities which were not identified by the public locator. The private utility locator also
utilized ground penetrating radar (GPR) survey techniques to identify and mark the location of
sub-surface utilities. H&H directed the drilling contractor to hand clear each boring to a depth of
approximately 5 feet (ft) below ground surface (bgs) to further screen the boring locations for the
presence of subsurface utilities.

Details of the soil assessment activities are provided in Section 3.0; details of the soil vapor
assessment activities are provided in Section 4.0; and summary and conclusions based on results
of the assessment activities are provided in Section 5.0.
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3.0 Soil Assessment Activities

On February 5, 2020, H&H advanced four (4) soil borings (HHSB-2A, HHSB-3A, HHSB-4A,
and HHSB-7A) at the Site to further evaluate for potential impacts in the areas of previously
collected soil samples HHSB-2, HHSB-3, HHSB-4, and HHSB-7. In addition, H&H advanced
twenty-five (25) shallow soil borings in the vicinity of former residences in the northern and
western portions of the Site for collection of five (5) composite soil samples (COMP-1 through
COMP-5) to evaluate potential impacts from possible use of lead-based paints. Soil boring
locations are shown in Figure 3, and details of the soil sampling activities and results are
provided in the following sections.

3.1 Soil Sampling Methodologies

H&H utilized a decontaminated stainless-steel hang auger to advance soil borings to an
approximate depth of 5 ft bgs in the areas of previous soil borings HHSB-2, HHSB-3, HHSB-4,
and HHSB-7 (Figure 3). Continuous soil samples were collected from each boring from the
center of the hand auger bucket. The soil samples were logged for lithological purposes,
inspected for the presence of staining and odors, and field screened for the presence of volatile
organic vapors using a calibrated photoionization detector (PID). Boring logs including
lithologic descriptions and field screening results are provided in Appendix A.

As shown in the boring logs, field screening results did not indicate obvious evidence of impacts
to soil. Therefore, H&H collected a soil sample for laboratory analysis from the 2 to 4 ft bgs
depth interval from each soil boring to be consistent with the depths of the previous soil samples
collected from the HHSB-2, HHSB-3, HHSB-4, and HHSB-7 locations. Soil samples selected
for laboratory analysis were collected directly into dedicated laboratory supplied sample
containers, labeled with the sample identification, date, time, and requested analysis and placed
in a laboratory supplied cooler with ice. The soil samples were submitted to Pace Analytical
(Pace) under standard chain of custody protocols for analysis of Resource Conservation and
Recovery Act (RCRA) metals plus hexavalent chromium by EPA Methods 6020/7471/7199.

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In addition to the soil samples described above, H&H also collected five (5) composite soil
samples from twenty-five (25) shallow soil borings to evaluate impacts associated with possible
use of lead-based paint on the former residences located in the northern and western portions of
the Site (Figure 3). Five aliquot soil samples were collected from the center of the hand auger
bucket at each composite soil sample location and were combined and homogenized to form one
composite soil sample representative of shallow soil conditions in the areas of the former
residences. Soil samples were logged for lithological purposes, inspected for the presence of
staining and odors, and field screened for the presence of volatile organic vapors using a
calibrated PID. Field screening results did not indicate obvious evidence of impacts to soil.
Boring logs including lithologic descriptions and field screening results are provided in
Appendix A.

Composite soil samples selected for laboratory analysis were placed directly into dedicated
laboratory supplied sample containers, labeled with the sample identification, date, time, and
requested analysis, and placed in a laboratory supplied cooler with ice. Two (2) of the composite
soil samples (COMP-1 and COMP-3) were submitted to a Pace under standard chain of custody
protocols for analysis of RCRA metals plus hexavalent chromium by EPA Methods
6020/7471/7199. The remaining three (3) composite soil samples (COMP-2, COMP-4, and
COMP-5) were submitted to Pace for lead analysis by EPA Method 6020.

Following sampling activities, the soil borings were properly abandoned and the surfaces were
repaired similar to pre-drilling conditions. Additionally, the soil sample locations were estimated
using a hand-held global positioning system (GPS) unit.

3.2 Soil Sampling Analytical Results

A tabular summary of the soil sample analytical results is presented in Table 1, and the
laboratory analytical reports and chain of custody record are provided in Appendix B. The
laboratory analytical results were compared to the DEQ IHSB Industrial/Commercial PSRGs
dated December 2019.

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As expected, several metals were detected at concentrations above laboratory method detection
limits in the soil samples collected at the Site including arsenic (up to 6.02 mg/kg), barium (up to
107 mg/kg), cadmium (up to 1.06 mg/kg), trivalent chromium (up to 99.3 mg/kg), hexavalent
chromium (up to 1.61 mg/kg), lead (up to 69.4 mg/kg), mercury (up to 0.0787 mg/kg), and
selenium (up to 1.29 mg/kg). The detected concentrations are consistent with naturally occurring
levels for the Site area and are considered to be representative of background conditions.
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4.0 Soil Vapor Assessment Activities

As noted above, permanent soil vapor monitoring points VMP-1 through VMP-4 were installed
in the western portion of the Site in December 2014 to evaluate the potential for vapor intrusion
into future structures. H&H observed the December 2014 permanent soil vapor monitoring
points for physical damage and seal integrity. Field observations indicated that permanent vapor
monitoring points VMP-2, VMP-3, and VMP-4 were likely compromised.

On February 7 and February 8, 2020, H&H completed soil vapor assessment activities at the Site
to further evaluate the potential for structural vapor intrusion into the industrial warehouse
buildings in the western and eastern portions of the Site. Soil vapor assessment activities in the
western portion of the Site included the following:
 collection of a soil vapor sample for laboratory analysis from permanent vapor
monitoring VMP-1;
 installation and sampling of temporary vapor monitoring points VMP-2A, VMP-3A, and
VMP-4A as replacement sample locations for the compromised permanent monitoring
points; and
 installation and sampling of an additional temporary vapor monitoring point (TVMP-1)
near the southern side of the proposed warehouse building.

Soil vapor assessment activities to evaluate the potential for vapor intrusion into the industrial
building proposed for the eastern portion of the Site included the following:
 installation and sampling of two temporary vapor monitoring points (TVMP-2 and
TVMP-3) within the footprint of the eastern proposed warehouse building.

The soil vapor sample locations are shown in Figure 3, and details of the soil vapor sampling
activities and results are provided in the following sections.

4.1 Soil Vapor Sampling Methodologies

Under the direction of H&H, Mid-South Environmental (Mid-South) advanced six (6) soil
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borings to depths ranging from 6.5 and 10 ft bgs for installation of temporary soil vapor
monitoring points. Due to recent precipitation in the Site area, perched water was observed in
the VMP-3A soil boring at a depth of approximately 4 ft bgs. Therefore, H&H off-set the
VMP-3 replacement soil vapor monitoring point to the south in an area of higher elevation
within the proposed western warehouse building footprint.

The initial 5 ft of each soil boring was advanced using a decontaminated stainless-steel hand
auger to clear for subsurface utilities. Beyond the initial 5 ft bgs, the soil borings were advanced
using a track-mounted drill rig capable of direct push technology (DPT) drilling methods.
Continuous soil samples were collected from the center of the hand auger bucket or from acetate
lined DPT macrocore sleeves from each soil boring. Soil samples were logged for lithological
purposes, inspected for the presence of staining and odors, and field screened for the presence of
volatile organic vapors using a calibrated PID. Field screening results did not indicate obvious
evidence of impacts to soil samples collected from the soil vapor borings.

Once at depth, a six-inch stainless-steel vapor implant screen point fitted with ¼-inch diameter
Teflon® tubing was installed at the base of each borehole. Filter sand was then placed from the
base of the boring to approximately 6 inches above the top of the stainless-steel screen. The
sampling points were completed by placing hydrated bentonite from the top of the filter sand to
the ground surface. The soil vapor boring logs with temporary soil vapor monitoring point
construction details are provided in Appendix A.

At each temporary soil vapor monitoring point and at permanent vapor monitoring point VMP-1,
a laboratory supplied 6-Liter Summa canisters and airflow regulator was connected to the
Teflon® sample tubing using a brass nut and ferrule assembly to create an air tight seal. The
airflow regulators were calibrated by the laboratory to allow the Summa canisters to fill slowly at
a rate no greater than 200 milliliters per minute (mL/min).

Once the sample train was assembled, a leak check was conducted by constructing a shroud
around the sampling system and flooding the air within the shroud with helium gas. Helium
concentrations inside the shroud were measured using a calibrated helium gas detector. Using a
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syringe and three-way valve, the sand filter pack, vapor implant screen, and Teflon® tubing were
purged of approximately three sample volumes. Once the soil vapor monitoring points were
properly purged, a sample was collected from the sample tubing outside the shroud and analyzed
using the helium gas detector to confirm helium concentrations were less than 10% of the helium
concentrations measured within the shroud. Each of the seven soil vapor monitoring points
passed the leak check criteria.

Following the successful field leak check, the intake valve on the airflow regulators were fully
opened to begin collection of the soil vapor samples. Vacuum readings for each Summa canister
was recorded by H&H personnel prior to and following the sampling period to ensure adequate
sample volume was collected. In accordance with laboratory protocols, a vacuum was
maintained within each canister at the end of the sampling period.

Upon collection of the sample, the airflow regulator valves were closed and disconnected from
the Summa canisters. The canisters were placed in a laboratory supplied shipping container,
properly labeled, and transported via courier under standard chain of custody protocols to Pace
for analysis of VOCs by EPA Method TO-15.

Following soil vapor sample collection, the locations of each soil vapor monitoring point was
estimated using a hand-held GPS unit. The temporary soil vapor monitoring points were
properly abandoned and the surfaces were repaired similar to pre-drilling conditions.

4.2 Soil Vapor Sample Analytical Results

A tabular summary of the soil vapor sample analytical results is provided as Table 2. The
laboratory analytical report and chain of custody records are provided in Appendix B. The
analytical results were compared to DEQ DWM Non-Residential Vapor Intrusion SGSLs dated
February 2018.

Laboratory analytical results indicate that several compounds were detected at concentrations
above the laboratory method detection limits in each soil vapor sample. Consistent with the
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December 2014 soil vapor assessment results, no compounds were detected at concentrations
above the DEQ DWW Non-Residential Vapor Intrusion SGSLs in the recently collected soil
vapor samples. A comparison of concentrations for select compounds between the December
2014 and the February 2020 sampling events is provided as Figure 4.

4.3 Vapor Intrusion Evaluation

The DEQ DWM Vapor Intrusion SGSLs are conservative and based upon a lifetime incremental
cancer risk (LICR) of 1 x 10-5 for potential carcinogenic effects and a Hazard Quotient (HQ) of
0.2 for potential non-carcinogenic effects. The DEQ and EPA acceptable risk levels for potential
carcinogenic risks is cumulative LICR less than 1 x 10-4 and the acceptable risk level for non-
carcinogenic risks is a hazard index (HI) less than 1.

Although no compounds have been detected at concentrations above the DEQ DWM Vapor
Intrusion Non-Residential SGSLs in soil vapor samples collected at the Site, H&H utilized the
DEQ Risk Calculator (December 2019) to confirm there are no significant risks for structural
vapor intrusion into the proposed industrial warehouse buildings. H&H calculated the
cumulative risks for the soil vapor to indoor air vapor intrusion pathway using the highest
concentration of any compound detected in any soil vapor sample collected at the Site to
evaluate the potential for vapor intrusion under a hypothetical “worst-case” scenario assuming a
non-residential land use scenario.

Risk calculator results indicate that under a hypothetical worst-case scenario the cumulative
LICR is 3.6 x 10-6 and the cumulative HI is 0.0074. Risk calculator results do not exceed
acceptable risk levels under a non-residential use scenario and confirm there is no significant risk
for structural vapor intrusion into the proposed industrial warehouse buildings. A copy of the
completed Risk Calculator is provided in Appendix C.
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5.0 Summary and Conclusions

H&H has completed Brownfields assessment activities at the Acme Spinning Mill Brownfields
property located in Belmont, North Carolina. The assessment activities were conducted in
accordance with the DEQ-approved Work Plan dated January 9, 2020. Brownfields assessment
activities included soil and soil vapor sampling activities to evaluate for potential impacts and to
assist in management of Site media during proposed redevelopment activities. A brief summary
of the Brownfields assessment activities is provided below.

 With the exception of background levels of arsenic, no metals were detected at
concentrations above the DEQ IHSB Industrial/Commercial PSRGs in the February 2020
soil samples collected at the Site. Results of soil assessment activities indicate that
metals concentrations in the areas of former milling operations and in the areas of former
residences are consistent with naturally occurring levels.

 Results of the February 2020 soil vapor assessment activities are consistent with the
December 2014 soil vapor assessment activities and indicate that no compounds were
detected at concentrations above the DEQ DWM Non-Residential Vapor Intrusion
SGSLs.

In summary, results of soil assessment activities completed at the Site indicate that soil can be
safely managed on Site during redevelopment in accordance with a DEQ-approved
Environmental Management Plan (EMP).

Results of soil vapor assessment activities completed at the Site and results of hypothetical
worst-case scenario Risk Calculator results for the soil vapor to indoor air vapor intrusion
pathway indicate that the potential risk for structural vapor intrusion into proposed industrial
warehouse buildings is not a significant concern.
Table 1Summary of Soil Analytical DataAcme Spinning MillBelmont, North CarolinaH&H Job No. BMT-001Sample IDHHSB-2A HHSB-3A HHSB-4A COMP-1 COMP-2 COMP-3 COMP-4 COMP-5Date2/5/2020 2/5/2020 2/5/2020 2/5/2020 2/5/2020 2/5/2020 2/5/2020 2/5/2020Depth (ft bgs)2-4 2-4 2-4 0-1 0-1 0-1 0-1 0-1Sample LocationRange MeanUnitsMetals (6020/7471/7196A)Arsenic 6.02 3.59 1.44 3.33 3.39 3.88NA3.70NA NA3.0 1.0 - 18 4.8Barium 105 39.7 81.6 28.2 30.0 53.6NA107NA NA47,000 50 - 1,000 356Cadmium 0.382 J<0.100 <0.103 <0.102 <0.1020.194 JNA1.06NA NA200 1.0 - 10* 4.3Chromium (total) 66.1 47.4 99.3 29.4 26.7 42.7NA26.4NA NANE 7.0 - 300 65Hexavalent Chromium 1.61<0.319 <0.328 <0.326 <0.3270.774 JNA1.01 JNA NA6.5 NS NSTrivalent Chromium 64.5 47.4 99.3 29.4 26.7 41.9NA25.4NA NA350,000 NS NSLead 22.8 9.21 3.44 8.23 7.12 36.7 23.6 52.9 69.434.2 800 ND - 50 16Mercury 0.0765 0.0583 0.00825 J 0.061 0.0579 0.0787NA0.0646NA NA9.7 0.03 - 0.52 0.121Selenium 0.782 0.853 0.556 J 0.838 0.654 1.01NA1.29NA NA1,200 <0.1 - 0.8 0.42Silver<0.197 <0.194 <0.199 <0.198 <0.199 <0.190NA<0.189NA NA1,200 ND - 5.0 NSNotes:1) NC Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (December 2019)2) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 2005. Background Cd and Ag concentrations were taken from Southeastern and Conterminous US soilsSoil concentrations are reported in milligrams per kilogram (mg/kg).Compound concentrations are reported to the laboratory method detection limits.Laboratory analytical methods are shown in parenthesesNE = Not Established; NA = Not Analyzed; NS = Not Specified; ND = Not DetectedJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration. Former Residencesmg/kgRegional Background Metals in Soil (2)Industrial/ Commercial PSRGs (1)2-42/5/2020HHSB-7A/SB-DUPFormer Textile Milling AreasS:\AAA‐Master Projects\Belmont Industrial\Brownfields Assessment\Tables\AcmeSpinningMill_BF_Tables.xlsx3/3/2020Table 1 (Page 1 of 1)Hart & Hickman, PC
Table 2Summary of Soil Vapor Analytical DataAcme Spinning MillBelmont, North CarolinaH&H Job No. BMT-001Sample IDVMP-2A VMP-3A VMP-4A TVMP-1 TVMP-2 TVMP-3Sample LocationDate2/8/2020 2/8/2020 2/8/2020 2/8/2020 2/8/2020 2/8/2020Depth (ft bgs)10 6.5 8 10 10 10UnitsVOCs (TO-15)Acetone2.5 J 2.2 J 5.2 4.0 6.0 4.6 22.2 16.72,700,000Benzene<0.25 <0.2539.7 28.0 36.1 38.0 10.2 11.21,6002-Butanone (MEK)<0.59 <0.59 <0.55 <0.57 <0.55 <0.512.0 J 6.7440,000Carbon Disulfide<0.35 <0.3549.5 26.5 44.1 61.1 25.1 34.461,000Carbon Tetrachloride<0.69 <0.691.3 J 0.96 J 1.3 J 1.1 J 1.0 J<0.622,000Chloroform133 132<0.29 <0.30 <0.2918.8<0.30 <0.28530Chloromethane<0.25 <0.250.73 1.1<0.23 <0.22 <0.240.47 J7,900Cyclohexane<0.57 <0.5726.9 17.4 39.9 46.7 15.3 8.2530,0001,3-Dichlorobenzene1.7 J 1.7 J 12.8 14.5 28.1 28.5 46.0 11.4NEDichlorodifluoromethane (Freon 12)2.2 2.2 2.6 2.6 2.7 2.8 2.7 2.48,8001,1-Dichloroethane<0.36 <0.36 <0.34 <0.35 <0.34247<0.35 <0.327,7001,1-Dichloroethene<0.44 <0.44 <0.41 <0.42 <0.411,280<0.42 <0.3918,000cis-1,2-Dichloroethene<0.35 <0.35 <0.33 <0.34 <0.332.1<0.34 <0.32NEEthyl Acetate<0.31 <0.31 <0.28 <0.29 <0.281.6<0.291.0 J6,100Ethylbenzene<0.49 <0.4926.2 34.5 42.1 51.6 16.6 13.74,9004-Ethyltoluene<0.92 <0.922.1 J 5.7 8.3 14.3 4.1 2.5 JNEn-Heptane<0.61 <0.6146.2 35.6 53.2 62.9 25.7 12.735,000n-Hexane<0.50 <0.5037.4 19.1 58.7 66.9 23.3 11.761,000Methylene Chloride<1.9 <1.9 <1.82.4 J 2.0 J 2.3 J<1.92.0 J53,000Naphthalene<2.1 <2.1 <2.0 <2.0 <2.012.0<2.0 <1.9260Propylene<0.23 <0.2319.3 48.2 236 109 154 139260,000Styrene<0.55 <0.55 <0.51 <0.530.73 J 1.1 J 4.3<0.5088,000Tetrachloroethylene16.1 16.0 7.9 8.2 9.7 163 7.3 6.33,500Toluene<0.57 <0.57462 357 435 511 111 114440,0001,1,1-Trichloroethane<0.50 <0.39 <0.46 <0.48 <0.4670.7<0.48 <0.44440,000Trichloroethene<0.41 <0.41 <0.38 <0.39 <0.3822.3<0.39 <0.36180Trichlorofluoromethane (Freon 11)1.5 J 1.5 J 1.6 J 2.5 46.8 8.4 1.8 1.5 JNE1,1,2-Trichlorotrifluoroethane<0.91 <0.91 <0.84 <0.871.2 J 1.8 J 1.6 J 0.86 JNE1,2,4-Trimethylbenzene<0.73 <0.734.9 11.1 17.7 26.9 7.4 4.75,3001,3,5-Trimethylbenzene<0.64 <0.642.1 4.5 6.4 9.6 3.2 2.15,300Vinyl Chloride<0.20 <0.20 <0.19 <0.200.28 J<0.18 <0.20 <0.182,800m&p-Xylene<1.1 <1.185.1 124 151 190 58.6 48.48,800o-Xylene<0.55 <0.5535.3 47.5 58.5 73.0 19.3 18.28,800Notes:1) NC Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) (February 2018) Compound concentrations are reported in micrograms per cubic meter (μg/m3).Compound concentrations are reported to the laboratory method detection limits.Only those compounds detected in at least one sample shown in the table above.Laboratory analytical methods are shown in parentheses.VOCs = volatile organic compounds; ft bgs= feet below ground surface; NE = Not EstablishedJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentrationµg/m3Non-Residential SGSLs (1)VMP-1 / SG-DUP2/7/202015Western Proposed Warehouse Building Eastern Proposed Warehouse BuildingS:\AAA‐Master Projects\Belmont Industrial\Brownfields Assessment\Tables\AcmeSpinningMill_BF_Tables.xlsx3/3/2020Table 2 (Page 1 of 1)Hart & Hickman, PC
TITLE
PROJECT
SITE LOCATION MAP
ACME SPINNING MILL
WOODLAWN STREET AND CASON STREET
BELMONT, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
11-15-2019 0
1BMT-001
0 2000 4000N
APPROXIMATE
SCALE IN FEET
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
MOUNT HOLLY, NORTH CAROLINA 2013
SITE
REVISION NO. 0
JOB NO. BMT-001
DATE: 11-20-19
FIGURE NO. 2
ACME SPINNING MILL
WOODLAWN STREET & CASON STREET
BELMONT, NORTH CAROLINA
SITE MAP
LEGEND
BROWNFILEDS PROPERTY BOUNDARY
PARCEL BOUNDARY RAILROAD
RAIL ROAD
FORMER BUILDING FOOTPRINT
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
CENTERVIEW STREET
JADE
C
I
R
C
L
E
ACM
E
R
O
A
D
WOODLAWN STREET CASON STREETOAKS PARKWAYROPER STREET
NOTES:
1. AERIAL IMAGERY OBTAINED FROM NC ONEMAP (2019).
WILBERT PLASTIC
SERVICES, LLC.
(1000 OAKS PARKWAY)
CARUS CORPORATION, INC.
(181 WOODLAWN STREET)
GOSHEN
PRESBYTERIAN CHURCH
(1380 WOODLAWN STREET)
GREENWAY CHEMICAL
SYSTEMS & SERVICES
(2101 ACME ROAD)
CATAWBA HEIGHTS
BAPTIST CHURCH
(311 BELMONT MT HOLLY ROAD)
SOCKS, INC.
(160 WOODLAWN STREET)S:\AAA-Master Projects\Belmont Industrial\Brownfields Assessment WP\Figures\Site Map.dwg, FIG 2, 11/20/2019 1:36:40 PM
TVMP-3
TVMP-2
COMP-1
COMP-2
COMP-3
COMP-4
COMP-5
VMP-3
HHSB-2
HHSB-6HHSB-5
HHSB-1
HHSB-3
HHSB-4
HHSB-7
B-3
B-4
B-1
B-2
VMP-4A
VMP-3A
HHSB-2A
HHSB-3A
HHSB-4A
HHSB-7A
VMP-1
TVMP-1
VMP-4
VMP-2 VMP-2A
REVISION NO. 0
JOB NO. BMT-001
DATE: 2-26-2020
FIGURE NO. 3
ACME SPINNING MILL
WOODLAWN STREET & CASON STREET
BELMONT, NORTH CAROLINA
SAMPLE LOCATION MAP
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
PARCEL BOUNDARY
RAILROAD
SOIL BORING LOCATION (OCTOBER 2014)
SOIL BORING LOCATION (DECEMBER 2014)
PERMANENT SOIL VAPOR MONITORING
LOCATION
SOIL BORING LOCATION
ALIQUOT SOIL SAMPLE LOCATION
TEMPORARY SOIL VAPOR MONITORING POINT
ABANDONED PERMANENT SOIL VAPOR
MONITORING POINT
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
CENTERVIEW STREET
JADE
C
I
R
C
L
E
ACM
E
R
O
A
D (
N
E
W
ALI
G
N
M
E
NT)WO
O
D
L
AW
N

S
T
R
E
E
T CASON STREE
T
OAKS PARKWAYROPER ST
REET
NOTES:
1.SOIL BORINGS B-1 THROUGH B-4 WERE ADVANCED BY
ECS IN OCTOBER 2014.
2.SOIL VAPOR MONITORING POINTS VMP-1 THROUGH
VMP-4 WERE INSTALLED AND SAMPLED BY H&H IN
DECEMBER 2014.
3.SOIL SAMPLES HHSB-1 THROUGH HHSB-7 WERE
COLLECTED BY H&H IN DECEMBER 2014.
4.PROPOSED REDEVELOPMENT PLAN WAS PREPARED BY
FRANK CRAIG AND PROVIDED BY THE PROSPECTIVE
DEVELOPER.\\HARTHICKMAN.LOCAL\Shares\MasterFiles\AAA-Master Projects\Belmont Industrial\Brownfields Assessment WP\Figures\Site Map.dwg, FIG 3, 2/27/2020 10:23:19 AM, jdemmer
TVMP-3
TVMP-2
VMP-3
VMP-4A
VMP-3A
VMP-1
TVMP-1
VMP-4
VMP-2 VMP-2A
REVISION NO. 0
JOB NO. BMT-001
DATE: 3-3-2020
FIGURE NO. 4
ACME SPINNING MILL
WOODLAWN STREET & CASON STREET
BELMONT, NORTH CAROLINA
SOIL VAPOR CONCENTRATION
COMPARISON MAP
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
CENTERVIEW STREET
JADE
C
I
R
C
L
E
ACM
E
R
O
A
D (
N
E
W
ALI
G
N
M
E
NT)WO
O
D
L
AW
N

S
T
R
E
E
T CASON STREE
T
OAKS PARKWAYROPER ST
REET
NOTES:
1.SOIL VAPOR MONITORING POINTS VMP-1 THROUGH
VMP-4 WERE INSTALLED AND SAMPLED BY H&H IN
DECEMBER 2014.
2.TEMPORARY SOIL VAPOR MONITORING POINTS VMP-2A
THROUGH VMP-4A AND TVMP-1 THROUGH TVMP-3 WERE
INSTALLED AND SAMPLED BY H&H IN FEBRUARY 2020.
3.PROPOSED REDEVELOPMENT PLAN WAS PREPARED BY
FRANK CRAIG AND PROVIDED BY THE PROSPECTIVE
DEVELOPER.
4.PCE = TETRACHLOROETHYLENE
TCE = TRICHLOROETHYLENE
5.J FLAG DENOTES ESTIMATED CONCENTRATION
BETWEEN LABORATORY REPORTING LIMIT AND
METHOD DETECTION LIMIT.
TVMP-1 (2/8/2020)
PCE 163
TCE 22.3CONSTITUENT
CONCENTRATION
(µg/m3)
SAMPLE ID & DATE
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
PARCEL BOUNDARY
RAILROAD
PERMANENT SOIL VAPOR MONITORING
LOCATION
TEMPORARY SOIL VAPOR MONITORING POINT
ABANDONED PERMANENT SOIL VAPOR
MONITORING POINT
TVMP-1 (2/8/2020)
PCE 163
TCE 22.3
TVMP-3 (2/8/2020)
PCE 6.3
TCE <0.36
TVMP-2 (2/8/2020)
PCE 7.3
TCE <0.39
VMP-1 SG-DUP
12/26/14 2/7/2020 2/7/2020
PCE 13.0 16.1 16.0
TCE <0.54 <0.41 <0.41
VMP-2A (2/8/2020)
PCE 7.9
TCE <0.38
VMP-3A (2/8/2020)
PCE 8.2
TCE <0.39
VMP-4A (2/8/2020)
PCE 9.7
TCE <0.38
VMP-2 (12/26/2014)
PCE 1.7
TCE <0.54
VMP-4 (12/26/2014)
PCE 2.0
TCE 0.403
VMP-3 (12/26/2014)
PCE 12
TCE 0.21 J
S:\AAA-Master Projects\Belmont Industrial\Brownfields Assessment WP\Figures\Site Map.dwg, FIG 4A, 3/3/2020 9:05:17 AM, jdemmer

Appendix A

Boring Logs & Soil Vapor Monitoring Point Construction Records
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-1A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
2.3
0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-1B
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
2.1 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-1C
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
65.8 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-1D
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
2.5 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-1E
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.2 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-2A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
0.6 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-2B
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.0 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-2C
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
0.7 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-2D
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
2.3 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-2E
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
28.9 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-3A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
13.3 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-3B
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
12.9 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-3C
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.8 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-3D
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.5 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-3E
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.5 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-4A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.2 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-4B
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
2.1 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-4C
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.3 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-4D
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.8 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-4E
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red
(1') Boring terminated
1.9 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-5A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red, dark brown
(1') Boring terminated
1.3 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-5B
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red, dark brown
(1') Boring terminated
1.3 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-5C
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red, dark brown
(1') Boring terminated
1.9 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-5D
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, brownish yellow
(1') Boring terminated
1.5 0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
COMP-5E
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
1.0
Grab
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
1
2
3
4
5
GR 1.00 (0') SILT (ML); trace fine-medium sand, some clay, medium stiff, moist, dull red, dark brown
(1') Boring terminated
0.8
0
1
2
3
4
5
N/A
Hand Auger
Hand Auger
N/A
2.25
N/A
N/A
N/A
N/A
NOTES: Hole precleared to 5.0' by H&H using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
HHSB-2A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
5.0
Hand Auger
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
HA 5.00 (0') SILT (ML); some clay, medium stiff, moist, brownish yellow
(5') Boring terminated
0.9
1.2
0.8
HHSB-2A
0
5
10
2.0
N/A
N/A
N/A
N/A
N/A
N/A
Hand Auger
Hand Auger
NOTES: Hole precleared using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
HHSB-3A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
5.0
Hand Auger
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
HA 5.00 (0) TOPSOIL; wet
(0.25') SILT (ML); some fine-medium sand, moist, dull red, trace angular gravel
(5') Boring terminated
1.1
1.9
1.3
HHSB-3A
0
5
10
2.0
N/A
N/A
N/A
N/A
N/A
N/A
Hand Auger
Hand Auger
NOTES: Hole precleared using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
HHSB-4A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
5.0
Hand Auger
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
HA 5.00 (0) TOPSOIL; wet
(0.25') SILT (ML); some clay, moist, light brown, light grey
(5') Boring terminated
1.2
1.7
1.5
HHSB-4A
0
5
10
2.0
N/A
N/A
N/A
N/A
N/A
N/A
Hand Auger
Hand Auger
(2') SILT (ML); some clay, moist, light brown, brown
NOTES: Hole precleared using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
BORING LOG
Boring No.
Page:
HHSB-7A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/5/2020
2/5/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Ground Surface Elev. (ft):
Location (X,Y):
5.0
Hand Auger
DEPTH (ft)LITHOLOGYWATER LEVELBORINGCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
HA 5.00 (0) TOPSOIL; wet
(0.25') SILT (ML); some clay, moist, light brown, dull red
(5') Boring terminated
0.7
0.7
0.5
HHSB-7A
0
5
10
2.0
N/A
N/A
N/A
N/A
N/A
N/A
Hand Auger
Hand Auger
NOTES: Hole precleared to 5.0' by Mid-South Environmental using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
WELL LOG
Well No.
Page:
TVMP-1
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/7/2020
2/7/2020
Mid-South Environmental
Direct Push
GeoProbe 54DT
D. Warren
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Top of Casing Elev. (ft):
Location (X,Y):
12.0
2.25
Direct Push, Hand Auger
Vapor Pin Depth (ft):
Vapor Pin Diameter (in):
Screen Slot (in):
Riser Material:
Screen Material:
Seal Material(s):
Filter Pack:
0.25
0.010
Teflon Tubing
Stainless Steel
Bent. Chips
Sand Pack
DEPTH (ft)LITHOLOGYWATER LEVELVAPOR PINCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
15
HA
DP
DP
5.00
4.00
3.00
(0') SILT (ML); little fine-medium sand, medium stiff, moist, brownish yellow, light brown
(6') SILT (ML); little fine-medium sand, medium stiff, moist, dull red
(8') SILT (ML); little fine-medium sand, medium stiff, moist, dull red
(10') SILT (ML); little fine-medium sand, soft, moist to wet, dull red
(12') Boring terminated
0.4
0.6
0.7
1.1
0.9
0
5
10
15
N/A
N/A
N/A
N/A
10
NOTES: Hole precleared to 5.0' by Mid-South Environmental using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
WELL LOG
Well No.
Page:
TVMP-2
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/7/2020
2/7/2020
Mid-South Environmental
Direct Push
GeoProbe 54DT
D. Warren
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Top of Casing Elev. (ft):
Location (X,Y):
10.0
2.25
Direct Push, Hand Auger
Vapor Pin Depth (ft):
Vapor Pin Diameter (in):
Screen Slot (in):
Riser Material:
Screen Material:
Seal Material(s):
Filter Pack:
0.25
0.010
Teflon Tubing
Stainless Steel
Bent. Chips
Sand Pack
DEPTH (ft)LITHOLOGYWATER LEVELVAPOR PINCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
15
HA
DP
DP
5.00
4.00
1.00
(0') SILT (ML); some clay, medium stiff, moist, dull red
(2') SILT (ML); some clay, medium stiff, moist, dull re, brownish yellow, trace mica
(9') SILT (ML); some clay, soft, very moist, dull red, brownish yellow
(10') Boring terminated
1.5
1.2
1.1
1.3
1.0
0
5
10
15
N/A
N/A
N/A
N/A
10
NOTES: Hole precleared to 5.0' by Mid-South Environmental using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
WELL LOG
Well No.
Page:
VMP-2A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/7/2020
2/7/2020
Mid-South Environmental
Direct Push
GeoProbe 54DT
D. Warren
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Top of Casing Elev. (ft):
Location (X,Y):
12.0
2.00
Direct Push, Hand Auger
Vapor Pin Depth (ft):
Vapor Pin Diameter (in):
Screen Slot (in):
Riser Material:
Screen Material:
Seal Material(s):
Filter Pack:
0.010
Teflon Tubing
Stainless Steel
Bent. Chips
Sand Pack
DEPTH (ft)LITHOLOGYWATER LEVELVAPOR PINCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
15
HA
DP
DP
5.00
4.00
3.00
(0') SILT (ML); some clay, medium stiff, moist, dull red
(5') SILT with sand (ML); soft, moist, light gray, light brown, dark brown
(10') SILT with sand (ML); soft, wet, light gray, light brown, dark brown
(12') Boring terminated
1.8
1.9
1.4
1.6
0
5
10
15
N/A
N/A
N/A
N/A
10.0
0.25
1.6
N/A
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
WELL LOG
Well No.
Page:
VMP-3A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/7/2020
2/7/2020
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Top of Casing Elev. (ft):
Location (X,Y):
6.5
Hand Auger
Vapor Pin Depth (ft):
Vapor Pin Diameter (in):
Screen Slot (in):
Riser Material:
Screen Material:
Seal Material(s):
Filter Pack:
0.25
0.010
Teflon Tubing
Stainless Steel
Bent. Chips
Sand Pack
DEPTH (ft)LITHOLOGYWATER LEVELVAPOR PINCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
HA 6.50 (0') SILT (ML); some clay, soft, wet, light brown
(1') SILT (ML); some clay, medium stiff, moist, light brown, light gray
(6.5') Boring terminated
1.2
1.3
1.4
0
5
10
Hand Auger
Hand Auger
Mid-South Environmental
D. Warren
2.0
N/A
N/A
N/A
N/A
6.5
NOTES: Hole precleared to 5.0' by Mid-South Environmental using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
WELL LOG
Well No.
Page:
VMP-4A
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
2/7/2020
2/7/2020
Mid-South Environmental
Direct Push
GeoProbe 54DT
D. Warren
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Top of Casing Elev. (ft):
Location (X,Y):
10.0
2.00
Direct Push, Hand Auger
Vapor Pin Depth (ft):
Vapor Pin Diameter (in):
Screen Slot (in):
Riser Material:
Screen Material:
Seal Material(s):
Filter Pack:
0.25
0.010
Teflon Tubing
Stainless Steel
Bent. Chips
Sand Pack
DEPTH (ft)LITHOLOGYWATER LEVELVAPOR PINCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
15
HA
DP
5.00
4.00
(0') SILT (ML); little fine-medium sand, medium stiff, moist, dull red
(5') Silty SAND (SM); some silt, medium dense, moist, light brown, brown
(6.5') Silty SAND (SM); some silt, medium dense, moist, light brown, dark brown
(10') Boring terminated
0.9
0.5
1.5
1.7
0
5
10
15
10.0
N/A
N/A
N/A
N/A
NOTES: Hole precleared to 5.0' by Mid-South Environmental using hand auger.
generated using GroundLogs.online
Client:
Project:
Address:
Belmont Industrial
BMT-001
182 Woodlawn Street, Belmont, NC
WELL LOG
Well No.
Page:
TVMP-3
1 of 1
Drilling Start Date:
Drilling End Date:
Drilling Company:
Drilling Method:
Drilling Equipment:
Driller:
Logged By:
Mid-South Environmental
Direct Push
GeoProbe 54DT
D. Warren
HHM
Boring Depth (ft):
Boring Diameter (in):
Sampling Method(s):
DTW During Drilling (ft):
DTW After Drilling (ft):
Top of Casing Elev. (ft):
Location (X,Y):
16.0
2.00
Direct Push, Hand Auger
12.0
Vapor Pin Depth (ft):
Vapor Pin Diameter (in):
Screen Slot (in):
Riser Material:
Screen Material:
Seal Material(s):
Filter Pack:
0.010
Teflon Tubing
Stainless Steel
Bent. Chips
Sand Pack
DEPTH (ft)LITHOLOGYWATER LEVELVAPOR PINCOMPLETIONCOLLECT
Sample TypeTimeBlow CountsRecovery (ft)SOIL/ROCK VISUAL DESCRIPTION
MEASURE
PID (ppm)Lab SampleDEPTH (ft)0
5
10
15
20
HA
DP
DP
DP
5.00
4.00
4.00
3.00
(0') GRAVEL (GW)
(0.5') SILT (ML); some fine-medium sand, medium stiff, moist, brown
(9') SILT (ML); some fine-medium sand, medium stiff, moist, brown
(10') SILT (ML); some clay, medium stiff, moist, yellowish orange
(12') SILT (ML); some clay, soft, wet, yellowish orange
(16') Boring terminated
0.1
1.0
0.5
0.7
0.9
0.6
0
5
10
15
20
2/7/2020
2/7/2020
NM
N/A
N/A
0.25
10.0

Appendix B

Laboratory Analytical Reports
#=CL#
February 12, 2020
LIMS USE: FR - RALPH MCGEE
LIMS OBJECT ID: 92464129
92464129
Project:
Pace Project No.:
RE:
Ralph McGee
Hart & Hickman
2923 S. Tryon St
Suite 100
Charlotte, NC 28203
ACME Spinning Mill (BMT-001)
Dear Ralph McGee:
Enclosed are the analytical results for sample(s) received by the laboratory on February 06, 2020.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual,
where applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Godwin
[e-mail]
Project Manager
1(704)875-9092
Enclosures
cc:Haley Martin, Hart & Hickman
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 24
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Pace Analytical Services National
12065 Lebanon Road, Mt. Juliet, TN 37122
Alabama Certification #: 40660
Alaska Certification 17-026
Arizona Certification #: AZ0612
Arkansas Certification #: 88-0469
California Certification #: 2932
Canada Certification #: 1461.01
Colorado Certification #: TN00003
Connecticut Certification #: PH-0197
DOD Certification: #1461.01
EPA# TN00003
Florida Certification #: E87487
Georgia DW Certification #: 923
Georgia Certification: NELAP
Idaho Certification #: TN00003
Illinois Certification #: 200008
Indiana Certification #: C-TN-01
Iowa Certification #: 364
Kansas Certification #: E-10277
Kentucky UST Certification #: 16
Kentucky Certification #: 90010
Louisiana Certification #: AI30792
Louisiana DW Certification #: LA180010
Maine Certification #: TN0002
Maryland Certification #: 324
Massachusetts Certification #: M-TN003
Michigan Certification #: 9958
Minnesota Certification #: 047-999-395
Mississippi Certification #: TN00003
Missouri Certification #: 340
Montana Certification #: CERT0086
Nebraska Certification #: NE-OS-15-05
Nevada Certification #: TN-03-2002-34
New Hampshire Certification #: 2975
New Jersey Certification #: TN002
New Mexico DW Certification
New York Certification #: 11742
North Carolina Aquatic Toxicity Certification #: 41
North Carolina Drinking Water Certification #: 21704
North Carolina Environmental Certificate #: 375
North Dakota Certification #: R-140
Ohio VAP Certification #: CL0069
Oklahoma Certification #: 9915
Oregon Certification #: TN200002
Pennsylvania Certification #: 68-02979
Rhode Island Certification #: LAO00356
South Carolina Certification #: 84004
South Dakota Certification
Tennessee DW/Chem/Micro Certification #: 2006
Texas Certification #: T 104704245-17-14
Texas Mold Certification #: LAB0152
USDA Soil Permit #: P330-15-00234
Utah Certification #: TN00003
Virginia Certification #: VT2006
Vermont Dept. of Health: ID# VT-2006
Virginia Certification #: 460132
Washington Certification #: C847
West Virginia Certification #: 233
Wisconsin Certification #: 9980939910
Wyoming UST Certification #: via A2LA 2926.01
A2LA-ISO 17025 Certification #: 1461.01
A2LA-ISO 17025 Certification #: 1461.02
AIHA-LAP/LLC EMLAP Certification #:100789
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 24
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Lab ID Sample ID Matrix Date Collected Date Received
92464129001 HHSB-2A (2-4)Solid 02/05/20 12:20 02/06/20 08:10
92464129002 HHSB-3A (2-4)Solid 02/05/20 11:25 02/06/20 08:10
92464129003 HHSB-4A (2-4)Solid 02/05/20 10:35 02/06/20 08:10
92464129004 HHSB-7A (2-4)Solid 02/05/20 10:55 02/06/20 08:10
92464129005 COMP-1 Solid 02/05/20 12:50 02/06/20 08:10
92464129006 COMP-2 Solid 02/05/20 13:40 02/06/20 08:10
92464129007 COMP-3 Solid 02/05/20 13:20 02/06/20 08:10
92464129008 COMP-4 Solid 02/05/20 14:40 02/06/20 08:10
92464129009 COMP-5 Solid 02/05/20 14:20 02/06/20 08:10
92464129010 SB-DUP Solid 02/05/20 00:00 02/06/20 08:10
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 24
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92464129001 HHSB-2A (2-4)EPA 6020B 7 PANLD
EPA 7471B 1 PANTCT
SM 2540G 1 PANKBC
EPA 7199 1 PANDGR
92464129002 HHSB-3A (2-4)EPA 6020B 7 PANLD
EPA 7471B 1 PANTCT
SM 2540G 1 PANKBC
EPA 7199 1 PANDGR
92464129003 HHSB-4A (2-4)EPA 6020B 7 PANLD
EPA 7471B 1 PANTCT
SM 2540G 1 PANKBC
EPA 7199 1 PANDGR
92464129004 HHSB-7A (2-4)EPA 6020B 7 PANLD
EPA 7471B 1 PANTCT
SM 2540G 1 PANKBC
EPA 7199 1 PANDGR
92464129005 COMP-1 EPA 6020B 7 PANLD
EPA 7471B 1 PANTCT
SM 2540G 1 PANKBC
EPA 7199 1 PANDGR
92464129006 COMP-2 EPA 6020B 1 PANLD
SM 2540G 1 PANKBC
92464129007 COMP-3 EPA 6020B 7 PANLD
EPA 7471B 1 PANTCT
SM 2540G 1 PANKBC
EPA 7199 1 PANDGR
92464129008 COMP-4 EPA 6020B 1 PANLD
SM 2540G 1 PANKBC
92464129009 COMP-5 EPA 6020B 1 PANLD
SM 2540G 1 PANKBC
92464129010 SB-DUP EPA 6020B 7 PANLD
EPA 7471B 1 PANTCT
SM 2540G 1 PANKBC
EPA 7199 1 PANDGR
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:HHSB-2A (2-4)Lab ID:92464129001 Collected:02/05/20 12:20 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Arsenic 6.02 mg/kg 02/10/20 17:44 7440-38-202/10/20 14:370.637 0.159 5
Barium 105 mg/kg 02/10/20 17:44 7440-39-302/10/20 14:371.27 0.204 5
Cadmium 0.382J mg/kg 02/10/20 17:44 7440-43-9 J02/10/20 14:370.637 0.102 5
Chromium 66.1 mg/kg 02/10/20 17:44 7440-47-302/10/20 14:371.27 0.344 5
Lead 22.8 mg/kg 02/10/20 17:44 7439-92-102/10/20 14:370.637 0.153 5
Selenium 0.782 mg/kg 02/10/20 17:44 7782-49-202/10/20 14:370.637 0.242 5
Silver ND mg/kg 02/10/20 17:44 7440-22-402/10/20 14:370.637 0.197 5
Analytical Method: EPA 7471B Preparation Method: 7471AMercury 7471B
Mercury 0.0765 mg/kg 02/10/20 20:35 7439-97-6 MH,PH02/10/20 17:040.0382 0.00357 1
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 78.5 %02/11/20 23:1702/11/20 23:061
Analytical Method: EPA 7199 Preparation Method: 3060AWet Chemistry 7199
Chromium, Hexavalent 1.61 mg/kg 02/11/20 15:12 18540-29-902/11/20 10:151.27 0.325 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:HHSB-3A (2-4)Lab ID:92464129002 Collected:02/05/20 11:25 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Arsenic 3.59 mg/kg 02/10/20 17:47 7440-38-202/10/20 14:370.625 0.156 5
Barium 39.7 mg/kg 02/10/20 17:47 7440-39-302/10/20 14:371.25 0.200 5
Cadmium ND mg/kg 02/10/20 17:47 7440-43-902/10/20 14:370.625 0.100 5
Chromium 47.4 mg/kg 02/10/20 17:47 7440-47-302/10/20 14:371.25 0.337 5
Lead 9.21 mg/kg 02/10/20 17:47 7439-92-102/10/20 14:370.625 0.150 5
Selenium 0.853 mg/kg 02/10/20 17:47 7782-49-202/10/20 14:370.625 0.237 5
Silver ND mg/kg 02/10/20 17:47 7440-22-402/10/20 14:370.625 0.194 5
Analytical Method: EPA 7471B Preparation Method: 7471AMercury 7471B
Mercury 0.0583 mg/kg 02/10/20 20:43 7439-97-602/10/20 17:040.0375 0.00350 1
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 80.0 %02/11/20 23:1702/11/20 23:061
Analytical Method: EPA 7199 Preparation Method: 3060AWet Chemistry 7199
Chromium, Hexavalent ND mg/kg 02/11/20 15:25 18540-29-902/11/20 10:151.25 0.319 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:HHSB-4A (2-4)Lab ID:92464129003 Collected:02/05/20 10:35 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Arsenic 1.44 mg/kg 02/10/20 17:58 7440-38-202/10/20 14:370.643 0.161 5
Barium 81.6 mg/kg 02/10/20 17:58 7440-39-302/10/20 14:371.29 0.206 5
Cadmium ND mg/kg 02/10/20 17:58 7440-43-902/10/20 14:370.643 0.103 5
Chromium 99.3 mg/kg 02/10/20 17:58 7440-47-302/10/20 14:371.29 0.347 5
Lead 3.44 mg/kg 02/10/20 17:58 7439-92-102/10/20 14:370.643 0.154 5
Selenium 0.556J mg/kg 02/10/20 17:58 7782-49-2 J02/10/20 14:370.643 0.244 5
Silver ND mg/kg 02/10/20 17:58 7440-22-402/10/20 14:370.643 0.199 5
Analytical Method: EPA 7471B Preparation Method: 7471AMercury 7471B
Mercury 0.00825J mg/kg 02/10/20 20:45 7439-97-6 J02/10/20 17:040.0386 0.00360 1
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 77.8 %02/11/20 23:1702/11/20 23:061
Analytical Method: EPA 7199 Preparation Method: 3060AWet Chemistry 7199
Chromium, Hexavalent ND mg/kg 02/11/20 15:31 18540-29-902/11/20 10:151.29 0.328 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:HHSB-7A (2-4)Lab ID:92464129004 Collected:02/05/20 10:55 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Arsenic 3.33 mg/kg 02/10/20 18:01 7440-38-202/10/20 14:370.640 0.160 5
Barium 28.2 mg/kg 02/10/20 18:01 7440-39-302/10/20 14:371.28 0.205 5
Cadmium ND mg/kg 02/10/20 18:01 7440-43-902/10/20 14:370.640 0.102 5
Chromium 29.4 mg/kg 02/10/20 18:01 7440-47-302/10/20 14:371.28 0.346 5
Lead 8.23 mg/kg 02/10/20 18:01 7439-92-102/10/20 14:370.640 0.154 5
Selenium 0.838 mg/kg 02/10/20 18:01 7782-49-202/10/20 14:370.640 0.243 5
Silver ND mg/kg 02/10/20 18:01 7440-22-402/10/20 14:370.640 0.198 5
Analytical Method: EPA 7471B Preparation Method: 7471AMercury 7471B
Mercury 0.0610 mg/kg 02/10/20 20:48 7439-97-602/10/20 17:040.0384 0.00358 1
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 78.1 %02/11/20 23:1702/11/20 23:061
Analytical Method: EPA 7199 Preparation Method: 3060AWet Chemistry 7199
Chromium, Hexavalent ND mg/kg 02/11/20 15:36 18540-29-902/11/20 10:151.28 0.326 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:COMP-1 Lab ID:92464129005 Collected:02/05/20 12:50 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Arsenic 3.88 mg/kg 02/10/20 18:04 7440-38-202/10/20 14:370.614 0.153 5
Barium 53.6 mg/kg 02/10/20 18:04 7440-39-302/10/20 14:371.23 0.196 5
Cadmium 0.194J mg/kg 02/10/20 18:04 7440-43-9 J02/10/20 14:370.614 0.0982 5
Chromium 42.7 mg/kg 02/10/20 18:04 7440-47-302/10/20 14:371.23 0.331 5
Lead 36.7 mg/kg 02/10/20 18:04 7439-92-102/10/20 14:370.614 0.147 5
Selenium 1.01 mg/kg 02/10/20 18:04 7782-49-202/10/20 14:370.614 0.233 5
Silver ND mg/kg 02/10/20 18:04 7440-22-402/10/20 14:370.614 0.190 5
Analytical Method: EPA 7471B Preparation Method: 7471AMercury 7471B
Mercury 0.0787 mg/kg 02/10/20 20:50 7439-97-602/10/20 17:040.0368 0.00344 1
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 81.5 %02/11/20 23:1702/11/20 23:061
Analytical Method: EPA 7199 Preparation Method: 3060AWet Chemistry 7199
Chromium, Hexavalent 0.774J mg/kg 02/11/20 16:12 18540-29-9 J02/11/20 10:151.23 0.313 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
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Page 9 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:COMP-2 Lab ID:92464129006 Collected:02/05/20 13:40 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Lead 23.6 mg/kg 02/10/20 18:08 7439-92-102/10/20 14:370.634 0.152 5
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 78.9 %02/11/20 23:1702/11/20 23:061
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:COMP-3 Lab ID:92464129007 Collected:02/05/20 13:20 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Arsenic 3.70 mg/kg 02/10/20 18:11 7440-38-202/10/20 14:370.609 0.152 5
Barium 107 mg/kg 02/10/20 18:11 7440-39-302/10/20 14:371.22 0.195 5
Cadmium 1.06 mg/kg 02/10/20 18:11 7440-43-902/10/20 14:370.609 0.0974 5
Chromium 26.4 mg/kg 02/10/20 18:11 7440-47-302/10/20 14:371.22 0.329 5
Lead 52.9 mg/kg 02/10/20 18:11 7439-92-102/10/20 14:370.609 0.146 5
Selenium 1.29 mg/kg 02/10/20 18:11 7782-49-202/10/20 14:370.609 0.231 5
Silver ND mg/kg 02/10/20 18:11 7440-22-402/10/20 14:370.609 0.189 5
Analytical Method: EPA 7471B Preparation Method: 7471AMercury 7471B
Mercury 0.0646 mg/kg 02/10/20 20:53 7439-97-602/10/20 17:040.0365 0.00341 1
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 82.1 %02/11/20 23:3002/11/20 23:201
Analytical Method: EPA 7199 Preparation Method: 3060AWet Chemistry 7199
Chromium, Hexavalent 1.01J mg/kg 02/11/20 16:17 18540-29-9 J02/11/20 10:151.22 0.311 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:COMP-4 Lab ID:92464129008 Collected:02/05/20 14:40 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Lead 69.4 mg/kg 02/10/20 18:14 7439-92-102/10/20 14:370.655 0.157 5
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 76.3 %02/11/20 23:3002/11/20 23:201
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:COMP-5 Lab ID:92464129009 Collected:02/05/20 14:20 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Lead 34.2 mg/kg 02/10/20 17:24 7439-92-102/10/20 14:370.704 0.169 5
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 71.0 %02/11/20 23:3002/11/20 23:201
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 24
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Sample:SB-DUP Lab ID:92464129010 Collected:02/05/20 00:00 Received:02/06/20 08:10 Matrix:Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6020B Preparation Method: 3051Metals (ICPMS) 6020B
Arsenic 3.39 mg/kg 02/10/20 18:18 7440-38-202/10/20 14:370.640 0.160 5
Barium 30.0 mg/kg 02/10/20 18:18 7440-39-302/10/20 14:371.28 0.205 5
Cadmium ND mg/kg 02/10/20 18:18 7440-43-902/10/20 14:370.640 0.102 5
Chromium 26.7 mg/kg 02/10/20 18:18 7440-47-302/10/20 14:371.28 0.346 5
Lead 7.12 mg/kg 02/10/20 18:18 7439-92-102/10/20 14:370.640 0.154 5
Selenium 0.654 mg/kg 02/10/20 18:18 7782-49-202/10/20 14:370.640 0.243 5
Silver ND mg/kg 02/10/20 18:18 7440-22-402/10/20 14:370.640 0.199 5
Analytical Method: EPA 7471B Preparation Method: 7471AMercury 7471B
Mercury 0.0579 mg/kg 02/10/20 20:56 7439-97-602/10/20 17:040.0384 0.00359 1
Analytical Method: SM 2540G Preparation Method: SM 2540 GTotal Solids 2540 G-2011
Total Solids 78.1 %02/11/20 23:3002/11/20 23:201
Analytical Method: EPA 7199 Preparation Method: 3060AWet Chemistry 7199
Chromium, Hexavalent ND mg/kg 02/11/20 16:22 18540-29-902/11/20 10:151.28 0.327 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
1425364
3051
EPA 6020B
Metals (ICPMS) 6020B
Associated Lab Samples:92464129001, 92464129002, 92464129003, 92464129004, 92464129005, 92464129006, 92464129007,
92464129008, 92464129009, 92464129010
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:R3498539-1
Associated Lab Samples:92464129001, 92464129002, 92464129003, 92464129004, 92464129005, 92464129006, 92464129007,
92464129008, 92464129009, 92464129010
Matrix:Solid
AnalyzedMDL
Arsenic mg/kg ND 0.500 02/10/20 17:180.125
Barium mg/kg ND 1.00 02/10/20 17:180.160
Cadmium mg/kg ND 0.500 02/10/20 17:180.0800
Chromium mg/kg ND 1.00 02/10/20 17:180.270
Lead mg/kg ND 0.500 02/10/20 17:180.120
Selenium mg/kg ND 0.500 02/10/20 17:180.190
Silver mg/kg ND 0.500 02/10/20 17:180.155
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
R3498539-2LABORATORY CONTROL SAMPLE:
LCSSpike
Arsenic mg/kg 105100 105 80.0-120
Barium mg/kg 107100 107 80.0-120
Cadmium mg/kg 109100 109 80.0-120
Chromium mg/kg 108100 108 80.0-120
Lead mg/kg 108100 108 80.0-120
Selenium mg/kg 109100 109 80.0-120
Silver mg/kg 21.520.0 108 80.0-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
R3498539-5MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92464129009
R3498539-6
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Arsenic mg/kg 28.2 99.9 75.0-125101 1.02 2028.23.79 145 146
Barium mg/kg 28.2 93.4 75.0-125104 6.77 2028.290.2 222 237
Cadmium mg/kg 28.2 112 75.0-125114 1.73 2028.20.313 158 161
Chromium mg/kg 28.2 118 75.0-125110 4.60 2028.264.6 230 220
Lead mg/kg 28.2 99.3 75.0-125116 12.6 2028.234.2 174 197
Selenium mg/kg 28.2 108 75.0-125110 1.63 2028.21.13 153 156
Silver mg/kg 5.63 110 75.0-125110 0.467 205.63ND 30.9 31.0
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
1425527
7471A
EPA 7471B
Mercury 7471B
Associated Lab Samples:92464129001, 92464129002, 92464129003, 92464129004, 92464129005, 92464129007, 92464129010
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:R3498591-1
Associated Lab Samples:92464129001, 92464129002, 92464129003, 92464129004, 92464129005, 92464129007, 92464129010
Matrix:Solid
AnalyzedMDL
Mercury mg/kg ND 0.0300 02/10/20 20:250.00280
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
R3498591-2LABORATORY CONTROL SAMPLE:
LCSSpike
Mercury mg/kg 0.5770.500 115 80.0-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
R3498591-3MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92464129001
R3498591-4
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Mercury mg/kg MH0.637 124 75.0-125139 10.5 200.6370.0765 0.863 0.959
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
1425761
SM 2540 G
SM 2540G
Total Solids 2540 G-2011
Associated Lab Samples:92464129001, 92464129002, 92464129003, 92464129004, 92464129005, 92464129006
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:R3499191-1
Associated Lab Samples:92464129001, 92464129002, 92464129003, 92464129004, 92464129005, 92464129006
Matrix:Solid
AnalyzedMDL
Total Solids %ND 02/11/20 23:17
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
R3499191-2LABORATORY CONTROL SAMPLE:
LCSSpike
Total Solids %50.050.0 100 85.0-115
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92464129004
R3499191-3SAMPLE DUPLICATE:
Total Solids %77.8 0.472 1078.1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
1425762
SM 2540 G
SM 2540G
Total Solids 2540 G-2011
Associated Lab Samples:92464129007, 92464129008, 92464129009, 92464129010
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:R3499194-1
Associated Lab Samples:92464129007, 92464129008, 92464129009, 92464129010
Matrix:Solid
AnalyzedMDL
Total Solids %0.00600 02/11/20 23:30
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
R3499194-2LABORATORY CONTROL SAMPLE:
LCSSpike
Total Solids %50.050.0 100 85.0-115
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
L1187465-01
R3499194-3SAMPLE DUPLICATE:
Total Solids %78.4 0.0149 1078.4
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 24
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
1425533
3060A
EPA 7199
Wet Chemistry 7199
Associated Lab Samples:92464129001, 92464129002, 92464129003, 92464129004, 92464129005, 92464129007, 92464129010
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:R3498925-1
Associated Lab Samples:92464129001, 92464129002, 92464129003, 92464129004, 92464129005, 92464129007, 92464129010
Matrix:Solid
AnalyzedMDL
Chromium, Hexavalent mg/kg ND 1.00 02/11/20 14:540.255
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
R3498925-2LABORATORY CONTROL SAMPLE:
LCSSpike
Chromium, Hexavalent mg/kg 9.9010.0 99.0 80.0-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
R3498925-4MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92464129004
R3498925-5
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chromium, Hexavalent mg/kg 25.6 99.6 75.0-12597.7 1.87 2025.6ND 25.5 25.0
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
R3498925-6MATRIX SPIKE SAMPLE:
MSSpike
Result
92464129004
Chromium, Hexavalent mg/kg 8171040 78.5 75.0-125ND
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92464129001
R3498925-3SAMPLE DUPLICATE:
Chromium, Hexavalent mg/kg 1.15 9.67 201.26
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
L1187466-04
R3498925-8SAMPLE DUPLICATE:
Chromium, Hexavalent mg/kg ND 0.00 20ND
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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[phone]
Page 19 of 24
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical NationalPAN
ANALYTE QUALIFIERS
Analyte detected below the reporting limit, therefore result is an estimate. This qualifier is also used for all TICs.J
Matrix spike recovery and/or matrix spike duplicate recovery was above laboratory control limits. Result may be biased
high.MH
The analyte failed the method required serial dilution test and/or subsequent post-spike criteria. These failures indicate
matrix interference.PH
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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[phone]
Page 20 of 24
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92464129
ACME Spinning Mill (BMT-001)
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92464129001 1425364 1425364HHSB-2A (2-4)3051 EPA 6020B
92464129002 1425364 1425364HHSB-3A (2-4)3051 EPA 6020B
92464129003 1425364 1425364HHSB-4A (2-4)3051 EPA 6020B
92464129004 1425364 1425364HHSB-7A (2-4)3051 EPA 6020B
92464129005 1425364 1425364COMP-1 3051 EPA 6020B
92464129006 1425364 1425364COMP-2 3051 EPA 6020B
92464129007 1425364 1425364COMP-3 3051 EPA 6020B
92464129008 1425364 1425364COMP-4 3051 EPA 6020B
92464129009 1425364 1425364COMP-5 3051 EPA 6020B
92464129010 1425364 1425364SB-DUP 3051 EPA 6020B
92464129001 1425527 1425527HHSB-2A (2-4)7471A EPA 7471B
92464129002 1425527 1425527HHSB-3A (2-4)7471A EPA 7471B
92464129003 1425527 1425527HHSB-4A (2-4)7471A EPA 7471B
92464129004 1425527 1425527HHSB-7A (2-4)7471A EPA 7471B
92464129005 1425527 1425527COMP-1 7471A EPA 7471B
92464129007 1425527 1425527COMP-3 7471A EPA 7471B
92464129010 1425527 1425527SB-DUP 7471A EPA 7471B
92464129001 1425761 1425761HHSB-2A (2-4)SM 2540 G SM 2540G
92464129002 1425761 1425761HHSB-3A (2-4)SM 2540 G SM 2540G
92464129003 1425761 1425761HHSB-4A (2-4)SM 2540 G SM 2540G
92464129004 1425761 1425761HHSB-7A (2-4)SM 2540 G SM 2540G
92464129005 1425761 1425761COMP-1 SM 2540 G SM 2540G
92464129006 1425761 1425761COMP-2 SM 2540 G SM 2540G
92464129007 1425762 1425762COMP-3 SM 2540 G SM 2540G
92464129008 1425762 1425762COMP-4 SM 2540 G SM 2540G
92464129009 1425762 1425762COMP-5 SM 2540 G SM 2540G
92464129010 1425762 1425762SB-DUP SM 2540 G SM 2540G
92464129001 1425533 1425533HHSB-2A (2-4)3060A EPA 7199
92464129002 1425533 1425533HHSB-3A (2-4)3060A EPA 7199
92464129003 1425533 1425533HHSB-4A (2-4)3060A EPA 7199
92464129004 1425533 1425533HHSB-7A (2-4)3060A EPA 7199
92464129005 1425533 1425533COMP-1 3060A EPA 7199
92464129007 1425533 1425533COMP-3 3060A EPA 7199
92464129010 1425533 1425533SB-DUP 3060A EPA 7199
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/12/2020 03:57 PM
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Page 21 of 24
Page 22 of 24
Page 23 of 24
Page 24 of 24
#=CL#
February 17, 2020
LIMS USE: FR - RALPH MCGEE
LIMS OBJECT ID: 92464505
92464505
Project:
Pace Project No.:
RE:
Ralph McGee
Hart & Hickman
2923 S. Tryon St
Suite 100
Charlotte, NC 28203
ACME Spinning Mill (BMT-001)
Dear Ralph McGee:
Enclosed are the analytical results for sample(s) received by the laboratory on February 10, 2020.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual,
where applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Godwin
[e-mail]
Project Manager
1(704)875-9092
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
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[phone]
Page 1 of 28
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Pace Analytical Services Minneapolis
A2LA Certification #: 2926.01
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REPORT OF LABORATORY ANALYSIS
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Page 2 of 28
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Lab ID Sample ID Matrix Date Collected Date Received
92464505001 VMP-1 Can#6341 Air 02/07/20 15:00 02/10/20 08:00
92464505002 VMP-2A Can#3513 Air 02/08/20 11:10 02/10/20 08:00
92464505003 VMP-3A Can#1748 Air 02/08/20 11:40 02/10/20 08:00
92464505004 VMP-4A Can#0414 Air 02/08/20 12:00 02/10/20 08:00
92464505005 TVMP-1 Can#0186 Air 02/08/20 14:10 02/10/20 08:00
92464505006 TVMP-2 Can#3626 Air 02/08/20 14:40 02/10/20 08:00
92464505007 TVMP-3 Can#0171 Air 02/08/20 13:45 02/10/20 08:00
92464505008 SG-DUP Can#3393 Air 02/07/20 00:00 02/10/20 08:00
REPORT OF LABORATORY ANALYSIS
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#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92464505001 VMP-1 Can#6341 TO-15 58 PASI-MMG2
92464505002 VMP-2A Can#3513 TO-15 58 PASI-MMG2
92464505003 VMP-3A Can#1748 TO-15 58 PASI-MMG2
92464505004 VMP-4A Can#0414 TO-15 58 PASI-MMG2
92464505005 TVMP-1 Can#0186 TO-15 58 PASI-MMG2
92464505006 TVMP-2 Can#3626 TO-15 58 PASI-MMG2
92464505007 TVMP-3 Can#0171 TO-15 58 PASI-MMG2
92464505008 SG-DUP Can#3393 TO-15 58 PASI-MMG2
REPORT OF LABORATORY ANALYSIS
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#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:VMP-1 Can#6341 Lab ID:92464505001 Collected:02/07/20 15:00 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
Acetone 2.5J ug/m3 02/14/20 21:27 67-64-13.9 1.9 1.61
Benzene <0.25 ug/m3 02/14/20 21:27 71-43-20.52 0.25 1.61
Bromodichloromethane <0.59 ug/m3 02/14/20 21:27 75-27-42.2 0.59 1.61
Bromoform <2.3 ug/m3 02/14/20 21:27 75-25-28.5 2.3 1.61
Bromomethane <0.37 ug/m3 02/14/20 21:27 74-83-91.3 0.37 1.61
1,3-Butadiene <0.21 ug/m3 02/14/20 21:27 106-99-00.72 0.21 1.61
2-Butanone (MEK)<0.59 ug/m3 02/14/20 21:27 78-93-34.8 0.59 1.61
Carbon disulfide <0.35 ug/m3 02/14/20 21:27 75-15-01.0 0.35 1.61
Carbon tetrachloride <0.69 ug/m3 02/14/20 21:27 56-23-52.1 0.69 1.61
Chlorobenzene <0.44 ug/m3 02/14/20 21:27 108-90-71.5 0.44 1.61
Chloroethane <0.42 ug/m3 02/14/20 21:27 75-00-30.86 0.42 1.61
Chloroform 133 ug/m3 02/14/20 21:27 67-66-30.80 0.32 1.61
Chloromethane <0.25 ug/m3 02/14/20 21:27 74-87-30.68 0.25 1.61
Cyclohexane <0.57 ug/m3 02/14/20 21:27 110-82-72.8 0.57 1.61
Dibromochloromethane <1.2 ug/m3 02/14/20 21:27 124-48-12.8 1.2 1.61
1,2-Dibromoethane (EDB)<0.59 ug/m3 02/14/20 21:27 106-93-41.3 0.59 1.61
1,2-Dichlorobenzene <0.80 ug/m3 02/14/20 21:27 95-50-12.0 0.80 1.61
1,3-Dichlorobenzene 1.7J ug/m3 02/14/20 21:27 541-73-12.0 0.94 1.61
1,4-Dichlorobenzene <1.6 ug/m3 02/14/20 21:27 106-46-74.9 1.6 1.61
Dichlorodifluoromethane 2.2 ug/m3 02/14/20 21:27 75-71-81.6 0.47 1.61
1,1-Dichloroethane <0.36 ug/m3 02/14/20 21:27 75-34-31.3 0.36 1.61
1,2-Dichloroethane <0.24 ug/m3 02/14/20 21:27 107-06-20.66 0.24 1.61
1,1-Dichloroethene <0.44 ug/m3 02/14/20 21:27 75-35-41.3 0.44 1.61
cis-1,2-Dichloroethene <0.35 ug/m3 02/14/20 21:27 156-59-21.3 0.35 1.61
trans-1,2-Dichloroethene <0.46 ug/m3 02/14/20 21:27 156-60-51.3 0.46 1.61
1,2-Dichloropropane <0.37 ug/m3 02/14/20 21:27 78-87-51.5 0.37 1.61
cis-1,3-Dichloropropene <0.49 ug/m3 02/14/20 21:27 10061-01-51.5 0.49 1.61
trans-1,3-Dichloropropene <0.71 ug/m3 02/14/20 21:27 10061-02-61.5 0.71 1.61
Dichlorotetrafluoroethane <0.70 ug/m3 02/14/20 21:27 76-14-22.3 0.70 1.61
Ethyl acetate <0.31 ug/m3 02/14/20 21:27 141-78-61.2 0.31 1.61
Ethylbenzene <0.49 ug/m3 02/14/20 21:27 100-41-41.4 0.49 1.61
4-Ethyltoluene <0.92 ug/m3 02/14/20 21:27 622-96-84.0 0.92 1.61
n-Heptane <0.61 ug/m3 02/14/20 21:27 142-82-51.3 0.61 1.61
Hexachloro-1,3-butadiene <3.2 ug/m3 02/14/20 21:27 87-68-38.7 3.2 1.61
n-Hexane <0.50 ug/m3 02/14/20 21:27 110-54-31.2 0.50 1.61
2-Hexanone <1.2 ug/m3 02/14/20 21:27 591-78-66.7 1.2 1.61
Methylene Chloride <1.9 ug/m3 02/14/20 21:27 75-09-25.7 1.9 1.61
4-Methyl-2-pentanone (MIBK)<0.83 ug/m3 02/14/20 21:27 108-10-16.7 0.83 1.61
Methyl-tert-butyl ether <1.1 ug/m3 02/14/20 21:27 1634-04-45.9 1.1 1.61
Naphthalene <2.1 ug/m3 02/14/20 21:27 91-20-34.3 2.1 1.61
Propylene <0.23 ug/m3 02/14/20 21:27 115-07-10.56 0.23 1.61
Styrene <0.55 ug/m3 02/14/20 21:27 100-42-51.4 0.55 1.61
1,1,2,2-Tetrachloroethane <0.50 ug/m3 02/14/20 21:27 79-34-51.1 0.50 1.61
Tetrachloroethene 16.1 ug/m3 02/14/20 21:27 127-18-41.1 0.51 1.61
Tetrahydrofuran <0.42 ug/m3 02/14/20 21:27 109-99-90.97 0.42 1.61
Toluene <0.57 ug/m3 02/14/20 21:27 108-88-31.2 0.57 1.61
REPORT OF LABORATORY ANALYSIS
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Page 5 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:VMP-1 Can#6341 Lab ID:92464505001 Collected:02/07/20 15:00 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
1,2,4-Trichlorobenzene <6.0 ug/m3 02/14/20 21:27 120-82-112.1 6.0 1.61
1,1,1-Trichloroethane <0.50 ug/m3 02/14/20 21:27 71-55-61.8 0.50 1.61
1,1,2-Trichloroethane <0.39 ug/m3 02/14/20 21:27 79-00-50.89 0.39 1.61
Trichloroethene <0.41 ug/m3 02/14/20 21:27 79-01-60.88 0.41 1.61
Trichlorofluoromethane 1.5J ug/m3 02/14/20 21:27 75-69-41.8 0.59 1.61
1,1,2-Trichlorotrifluoroethane <0.91 ug/m3 02/14/20 21:27 76-13-12.5 0.91 1.61
1,2,4-Trimethylbenzene <0.73 ug/m3 02/14/20 21:27 95-63-61.6 0.73 1.61
1,3,5-Trimethylbenzene <0.64 ug/m3 02/14/20 21:27 108-67-81.6 0.64 1.61
Vinyl acetate <0.43 ug/m3 02/14/20 21:27 108-05-41.2 0.43 1.61
Vinyl chloride <0.20 ug/m3 02/14/20 21:27 75-01-40.42 0.20 1.61
m&p-Xylene <1.1 ug/m3 02/14/20 21:27 179601-23-12.8 1.1 1.61
o-Xylene <0.55 ug/m3 02/14/20 21:27 95-47-61.4 0.55 1.61
REPORT OF LABORATORY ANALYSIS
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Page 6 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:VMP-2A Can#3513 Lab ID:92464505002 Collected:02/08/20 11:10 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
Acetone 5.2 ug/m3 02/14/20 22:56 67-64-13.6 1.8 1.49
Benzene 39.7 ug/m3 02/14/20 22:56 71-43-20.48 0.23 1.49
Bromodichloromethane <0.55 ug/m3 02/14/20 22:56 75-27-42.0 0.55 1.49
Bromoform <2.1 ug/m3 02/14/20 22:56 75-25-27.8 2.1 1.49
Bromomethane <0.34 ug/m3 02/14/20 22:56 74-83-91.2 0.34 1.49
1,3-Butadiene <0.19 ug/m3 02/14/20 22:56 106-99-00.67 0.19 1.49
2-Butanone (MEK)<0.55 ug/m3 02/14/20 22:56 78-93-34.5 0.55 1.49
Carbon disulfide 49.5 ug/m3 02/14/20 22:56 75-15-00.94 0.33 1.49
Carbon tetrachloride 1.3J ug/m3 02/14/20 22:56 56-23-51.9 0.64 1.49
Chlorobenzene <0.41 ug/m3 02/14/20 22:56 108-90-71.4 0.41 1.49
Chloroethane <0.39 ug/m3 02/14/20 22:56 75-00-30.80 0.39 1.49
Chloroform <0.29 ug/m3 02/14/20 22:56 67-66-30.74 0.29 1.49
Chloromethane 0.73 ug/m3 02/14/20 22:56 74-87-30.63 0.23 1.49
Cyclohexane 26.9 ug/m3 02/14/20 22:56 110-82-72.6 0.53 1.49
Dibromochloromethane <1.1 ug/m3 02/14/20 22:56 124-48-12.6 1.1 1.49
1,2-Dibromoethane (EDB)<0.55 ug/m3 02/14/20 22:56 106-93-41.2 0.55 1.49
1,2-Dichlorobenzene <0.74 ug/m3 02/14/20 22:56 95-50-11.8 0.74 1.49
1,3-Dichlorobenzene 12.8 ug/m3 02/14/20 22:56 541-73-11.8 0.87 1.49
1,4-Dichlorobenzene <1.5 ug/m3 02/14/20 22:56 106-46-74.6 1.5 1.49
Dichlorodifluoromethane 2.6 ug/m3 02/14/20 22:56 75-71-81.5 0.44 1.49
1,1-Dichloroethane <0.34 ug/m3 02/14/20 22:56 75-34-31.2 0.34 1.49
1,2-Dichloroethane <0.22 ug/m3 02/14/20 22:56 107-06-20.61 0.22 1.49
1,1-Dichloroethene <0.41 ug/m3 02/14/20 22:56 75-35-41.2 0.41 1.49
cis-1,2-Dichloroethene <0.33 ug/m3 02/14/20 22:56 156-59-21.2 0.33 1.49
trans-1,2-Dichloroethene <0.42 ug/m3 02/14/20 22:56 156-60-51.2 0.42 1.49
1,2-Dichloropropane <0.34 ug/m3 02/14/20 22:56 78-87-51.4 0.34 1.49
cis-1,3-Dichloropropene <0.45 ug/m3 02/14/20 22:56 10061-01-51.4 0.45 1.49
trans-1,3-Dichloropropene <0.66 ug/m3 02/14/20 22:56 10061-02-61.4 0.66 1.49
Dichlorotetrafluoroethane <0.65 ug/m3 02/14/20 22:56 76-14-22.1 0.65 1.49
Ethyl acetate <0.28 ug/m3 02/14/20 22:56 141-78-61.1 0.28 1.49
Ethylbenzene 26.2 ug/m3 02/14/20 22:56 100-41-41.3 0.45 1.49
4-Ethyltoluene 2.1J ug/m3 02/14/20 22:56 622-96-83.7 0.85 1.49
n-Heptane 46.2 ug/m3 02/14/20 22:56 142-82-51.2 0.57 1.49
Hexachloro-1,3-butadiene <2.9 ug/m3 02/14/20 22:56 87-68-38.1 2.9 1.49
n-Hexane 37.4 ug/m3 02/14/20 22:56 110-54-31.1 0.46 1.49
2-Hexanone <1.1 ug/m3 02/14/20 22:56 591-78-66.2 1.1 1.49
Methylene Chloride <1.8 ug/m3 02/14/20 22:56 75-09-25.3 1.8 1.49
4-Methyl-2-pentanone (MIBK)<0.77 ug/m3 02/14/20 22:56 108-10-16.2 0.77 1.49
Methyl-tert-butyl ether <0.99 ug/m3 02/14/20 22:56 1634-04-45.5 0.99 1.49
Naphthalene <2.0 ug/m3 02/14/20 22:56 91-20-34.0 2.0 1.49
Propylene 19.3 ug/m3 02/14/20 22:56 115-07-10.52 0.21 1.49
Styrene <0.51 ug/m3 02/14/20 22:56 100-42-51.3 0.51 1.49
1,1,2,2-Tetrachloroethane <0.46 ug/m3 02/14/20 22:56 79-34-51.0 0.46 1.49
Tetrachloroethene 7.9 ug/m3 02/14/20 22:56 127-18-41.0 0.47 1.49
Tetrahydrofuran <0.39 ug/m3 02/14/20 22:56 109-99-90.89 0.39 1.49
Toluene 462 ug/m3 02/15/20 10:49 108-88-311.4 5.2 14.9
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 7 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:VMP-2A Can#3513 Lab ID:92464505002 Collected:02/08/20 11:10 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
1,2,4-Trichlorobenzene <5.5 ug/m3 02/14/20 22:56 120-82-111.2 5.5 1.49
1,1,1-Trichloroethane <0.46 ug/m3 02/14/20 22:56 71-55-61.7 0.46 1.49
1,1,2-Trichloroethane <0.36 ug/m3 02/14/20 22:56 79-00-50.83 0.36 1.49
Trichloroethene <0.38 ug/m3 02/14/20 22:56 79-01-60.81 0.38 1.49
Trichlorofluoromethane 1.6J ug/m3 02/14/20 22:56 75-69-41.7 0.55 1.49
1,1,2-Trichlorotrifluoroethane <0.84 ug/m3 02/14/20 22:56 76-13-12.3 0.84 1.49
1,2,4-Trimethylbenzene 4.9 ug/m3 02/14/20 22:56 95-63-61.5 0.67 1.49
1,3,5-Trimethylbenzene 2.1 ug/m3 02/14/20 22:56 108-67-81.5 0.59 1.49
Vinyl acetate <0.40 ug/m3 02/14/20 22:56 108-05-41.1 0.40 1.49
Vinyl chloride <0.19 ug/m3 02/14/20 22:56 75-01-40.39 0.19 1.49
m&p-Xylene 85.1 ug/m3 02/14/20 22:56 179601-23-12.6 1.0 1.49
o-Xylene 35.3 ug/m3 02/14/20 22:56 95-47-61.3 0.51 1.49
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 8 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:VMP-3A Can#1748 Lab ID:92464505003 Collected:02/08/20 11:40 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
Acetone 4.0 ug/m3 02/14/20 21:57 67-64-13.7 1.9 1.55
Benzene 28.0 ug/m3 02/14/20 21:57 71-43-20.50 0.24 1.55
Bromodichloromethane <0.57 ug/m3 02/14/20 21:57 75-27-42.1 0.57 1.55
Bromoform <2.2 ug/m3 02/14/20 21:57 75-25-28.1 2.2 1.55
Bromomethane <0.35 ug/m3 02/14/20 21:57 74-83-91.2 0.35 1.55
1,3-Butadiene <0.20 ug/m3 02/14/20 21:57 106-99-00.70 0.20 1.55
2-Butanone (MEK)<0.57 ug/m3 02/14/20 21:57 78-93-34.6 0.57 1.55
Carbon disulfide 26.5 ug/m3 02/14/20 21:57 75-15-00.98 0.34 1.55
Carbon tetrachloride 0.96J ug/m3 02/14/20 21:57 56-23-52.0 0.66 1.55
Chlorobenzene <0.43 ug/m3 02/14/20 21:57 108-90-71.5 0.43 1.55
Chloroethane <0.40 ug/m3 02/14/20 21:57 75-00-30.83 0.40 1.55
Chloroform <0.30 ug/m3 02/14/20 21:57 67-66-30.77 0.30 1.55
Chloromethane 1.1 ug/m3 02/14/20 21:57 74-87-30.65 0.24 1.55
Cyclohexane 17.4 ug/m3 02/14/20 21:57 110-82-72.7 0.55 1.55
Dibromochloromethane <1.1 ug/m3 02/14/20 21:57 124-48-12.7 1.1 1.55
1,2-Dibromoethane (EDB)<0.57 ug/m3 02/14/20 21:57 106-93-41.2 0.57 1.55
1,2-Dichlorobenzene <0.77 ug/m3 02/14/20 21:57 95-50-11.9 0.77 1.55
1,3-Dichlorobenzene 14.5 ug/m3 02/14/20 21:57 541-73-11.9 0.90 1.55
1,4-Dichlorobenzene <1.6 ug/m3 02/14/20 21:57 106-46-74.7 1.6 1.55
Dichlorodifluoromethane 2.6 ug/m3 02/14/20 21:57 75-71-81.6 0.45 1.55
1,1-Dichloroethane <0.35 ug/m3 02/14/20 21:57 75-34-31.3 0.35 1.55
1,2-Dichloroethane <0.23 ug/m3 02/14/20 21:57 107-06-20.64 0.23 1.55
1,1-Dichloroethene <0.42 ug/m3 02/14/20 21:57 75-35-41.2 0.42 1.55
cis-1,2-Dichloroethene <0.34 ug/m3 02/14/20 21:57 156-59-21.2 0.34 1.55
trans-1,2-Dichloroethene <0.44 ug/m3 02/14/20 21:57 156-60-51.2 0.44 1.55
1,2-Dichloropropane <0.36 ug/m3 02/14/20 21:57 78-87-51.5 0.36 1.55
cis-1,3-Dichloropropene <0.47 ug/m3 02/14/20 21:57 10061-01-51.4 0.47 1.55
trans-1,3-Dichloropropene <0.68 ug/m3 02/14/20 21:57 10061-02-61.4 0.68 1.55
Dichlorotetrafluoroethane <0.68 ug/m3 02/14/20 21:57 76-14-22.2 0.68 1.55
Ethyl acetate <0.29 ug/m3 02/14/20 21:57 141-78-61.1 0.29 1.55
Ethylbenzene 34.5 ug/m3 02/14/20 21:57 100-41-41.4 0.47 1.55
4-Ethyltoluene 5.7 ug/m3 02/14/20 21:57 622-96-83.9 0.88 1.55
n-Heptane 35.6 ug/m3 02/14/20 21:57 142-82-51.3 0.59 1.55
Hexachloro-1,3-butadiene <3.1 ug/m3 02/14/20 21:57 87-68-38.4 3.1 1.55
n-Hexane 19.1 ug/m3 02/14/20 21:57 110-54-31.1 0.48 1.55
2-Hexanone <1.2 ug/m3 02/14/20 21:57 591-78-66.4 1.2 1.55
Methylene Chloride 2.4J ug/m3 02/14/20 21:57 75-09-25.5 1.9 1.55
4-Methyl-2-pentanone (MIBK)<0.80 ug/m3 02/14/20 21:57 108-10-16.4 0.80 1.55
Methyl-tert-butyl ether <1.0 ug/m3 02/14/20 21:57 1634-04-45.7 1.0 1.55
Naphthalene <2.0 ug/m3 02/14/20 21:57 91-20-34.1 2.0 1.55
Propylene 48.2 ug/m3 02/14/20 21:57 115-07-10.54 0.22 1.55
Styrene <0.53 ug/m3 02/14/20 21:57 100-42-51.3 0.53 1.55
1,1,2,2-Tetrachloroethane <0.48 ug/m3 02/14/20 21:57 79-34-51.1 0.48 1.55
Tetrachloroethene 8.2 ug/m3 02/14/20 21:57 127-18-41.1 0.49 1.55
Tetrahydrofuran <0.40 ug/m3 02/14/20 21:57 109-99-90.93 0.40 1.55
Toluene 357 ug/m3 02/15/20 10:21 108-88-311.9 5.4 15.5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 9 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:VMP-3A Can#1748 Lab ID:92464505003 Collected:02/08/20 11:40 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
1,2,4-Trichlorobenzene <5.8 ug/m3 02/14/20 21:57 120-82-111.7 5.8 1.55
1,1,1-Trichloroethane <0.48 ug/m3 02/14/20 21:57 71-55-61.7 0.48 1.55
1,1,2-Trichloroethane <0.38 ug/m3 02/14/20 21:57 79-00-50.86 0.38 1.55
Trichloroethene <0.39 ug/m3 02/14/20 21:57 79-01-60.85 0.39 1.55
Trichlorofluoromethane 2.5 ug/m3 02/14/20 21:57 75-69-41.8 0.57 1.55
1,1,2-Trichlorotrifluoroethane <0.87 ug/m3 02/14/20 21:57 76-13-12.4 0.87 1.55
1,2,4-Trimethylbenzene 11.1 ug/m3 02/14/20 21:57 95-63-61.5 0.70 1.55
1,3,5-Trimethylbenzene 4.5 ug/m3 02/14/20 21:57 108-67-81.5 0.62 1.55
Vinyl acetate <0.42 ug/m3 02/14/20 21:57 108-05-41.1 0.42 1.55
Vinyl chloride <0.20 ug/m3 02/14/20 21:57 75-01-40.40 0.20 1.55
m&p-Xylene 124 ug/m3 02/14/20 21:57 179601-23-12.7 1.1 1.55
o-Xylene 47.5 ug/m3 02/14/20 21:57 95-47-61.4 0.53 1.55
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 10 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:VMP-4A Can#0414 Lab ID:92464505004 Collected:02/08/20 12:00 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
Acetone 6.0 ug/m3 02/14/20 23:26 67-64-13.6 1.8 1.49
Benzene 36.1 ug/m3 02/14/20 23:26 71-43-20.48 0.23 1.49
Bromodichloromethane <0.55 ug/m3 02/14/20 23:26 75-27-42.0 0.55 1.49
Bromoform <2.1 ug/m3 02/14/20 23:26 75-25-27.8 2.1 1.49
Bromomethane <0.34 ug/m3 02/14/20 23:26 74-83-91.2 0.34 1.49
1,3-Butadiene <0.19 ug/m3 02/14/20 23:26 106-99-00.67 0.19 1.49
2-Butanone (MEK)<0.55 ug/m3 02/14/20 23:26 78-93-34.5 0.55 1.49
Carbon disulfide 44.1 ug/m3 02/14/20 23:26 75-15-00.94 0.33 1.49
Carbon tetrachloride 1.3J ug/m3 02/14/20 23:26 56-23-51.9 0.64 1.49
Chlorobenzene <0.41 ug/m3 02/14/20 23:26 108-90-71.4 0.41 1.49
Chloroethane <0.39 ug/m3 02/14/20 23:26 75-00-30.80 0.39 1.49
Chloroform <0.29 ug/m3 02/14/20 23:26 67-66-30.74 0.29 1.49
Chloromethane <0.23 ug/m3 02/14/20 23:26 74-87-30.63 0.23 1.49
Cyclohexane 39.9 ug/m3 02/14/20 23:26 110-82-72.6 0.53 1.49
Dibromochloromethane <1.1 ug/m3 02/14/20 23:26 124-48-12.6 1.1 1.49
1,2-Dibromoethane (EDB)<0.55 ug/m3 02/14/20 23:26 106-93-41.2 0.55 1.49
1,2-Dichlorobenzene <0.74 ug/m3 02/14/20 23:26 95-50-11.8 0.74 1.49
1,3-Dichlorobenzene 28.1 ug/m3 02/14/20 23:26 541-73-11.8 0.87 1.49
1,4-Dichlorobenzene <1.5 ug/m3 02/14/20 23:26 106-46-74.6 1.5 1.49
Dichlorodifluoromethane 2.7 ug/m3 02/14/20 23:26 75-71-81.5 0.44 1.49
1,1-Dichloroethane <0.34 ug/m3 02/14/20 23:26 75-34-31.2 0.34 1.49
1,2-Dichloroethane <0.22 ug/m3 02/14/20 23:26 107-06-20.61 0.22 1.49
1,1-Dichloroethene <0.41 ug/m3 02/14/20 23:26 75-35-41.2 0.41 1.49
cis-1,2-Dichloroethene <0.33 ug/m3 02/14/20 23:26 156-59-21.2 0.33 1.49
trans-1,2-Dichloroethene <0.42 ug/m3 02/14/20 23:26 156-60-51.2 0.42 1.49
1,2-Dichloropropane <0.34 ug/m3 02/14/20 23:26 78-87-51.4 0.34 1.49
cis-1,3-Dichloropropene <0.45 ug/m3 02/14/20 23:26 10061-01-51.4 0.45 1.49
trans-1,3-Dichloropropene <0.66 ug/m3 02/14/20 23:26 10061-02-61.4 0.66 1.49
Dichlorotetrafluoroethane <0.65 ug/m3 02/14/20 23:26 76-14-22.1 0.65 1.49
Ethyl acetate <0.28 ug/m3 02/14/20 23:26 141-78-61.1 0.28 1.49
Ethylbenzene 42.1 ug/m3 02/14/20 23:26 100-41-41.3 0.45 1.49
4-Ethyltoluene 8.3 ug/m3 02/14/20 23:26 622-96-83.7 0.85 1.49
n-Heptane 53.2 ug/m3 02/14/20 23:26 142-82-51.2 0.57 1.49
Hexachloro-1,3-butadiene <2.9 ug/m3 02/14/20 23:26 87-68-38.1 2.9 1.49
n-Hexane 58.7 ug/m3 02/14/20 23:26 110-54-31.1 0.46 1.49
2-Hexanone <1.1 ug/m3 02/14/20 23:26 591-78-66.2 1.1 1.49
Methylene Chloride 2.0J ug/m3 02/14/20 23:26 75-09-25.3 1.8 1.49
4-Methyl-2-pentanone (MIBK)<0.77 ug/m3 02/14/20 23:26 108-10-16.2 0.77 1.49
Methyl-tert-butyl ether <0.99 ug/m3 02/14/20 23:26 1634-04-45.5 0.99 1.49
Naphthalene <2.0 ug/m3 02/14/20 23:26 91-20-34.0 2.0 1.49
Propylene 236 ug/m3 02/15/20 11:18 115-07-15.2 2.1 14.9
Styrene 0.73J ug/m3 02/14/20 23:26 100-42-51.3 0.51 1.49
1,1,2,2-Tetrachloroethane <0.46 ug/m3 02/14/20 23:26 79-34-51.0 0.46 1.49
Tetrachloroethene 9.7 ug/m3 02/14/20 23:26 127-18-41.0 0.47 1.49
Tetrahydrofuran <0.39 ug/m3 02/14/20 23:26 109-99-90.89 0.39 1.49
Toluene 435 ug/m3 02/15/20 11:18 108-88-311.4 5.2 14.9
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:VMP-4A Can#0414 Lab ID:92464505004 Collected:02/08/20 12:00 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
1,2,4-Trichlorobenzene <5.5 ug/m3 02/14/20 23:26 120-82-111.2 5.5 1.49
1,1,1-Trichloroethane <0.46 ug/m3 02/14/20 23:26 71-55-61.7 0.46 1.49
1,1,2-Trichloroethane <0.36 ug/m3 02/14/20 23:26 79-00-50.83 0.36 1.49
Trichloroethene <0.38 ug/m3 02/14/20 23:26 79-01-60.81 0.38 1.49
Trichlorofluoromethane 46.8 ug/m3 02/14/20 23:26 75-69-41.7 0.55 1.49
1,1,2-Trichlorotrifluoroethane 1.2J ug/m3 02/14/20 23:26 76-13-12.3 0.84 1.49
1,2,4-Trimethylbenzene 17.7 ug/m3 02/14/20 23:26 95-63-61.5 0.67 1.49
1,3,5-Trimethylbenzene 6.4 ug/m3 02/14/20 23:26 108-67-81.5 0.59 1.49
Vinyl acetate <0.40 ug/m3 02/14/20 23:26 108-05-41.1 0.40 1.49
Vinyl chloride 0.28J ug/m3 02/14/20 23:26 75-01-40.39 0.19 1.49
m&p-Xylene 151 ug/m3 02/14/20 23:26 179601-23-12.6 1.0 1.49
o-Xylene 58.5 ug/m3 02/14/20 23:26 95-47-61.3 0.51 1.49
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
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[phone]
Page 12 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:TVMP-1 Can#0186 Lab ID:92464505005 Collected:02/08/20 14:10 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
Acetone 4.6 ug/m3 02/15/20 00:25 67-64-13.3 1.7 1.39
Benzene 38.0 ug/m3 02/15/20 00:25 71-43-20.45 0.21 1.39
Bromodichloromethane <0.51 ug/m3 02/15/20 00:25 75-27-41.9 0.51 1.39
Bromoform <2.0 ug/m3 02/15/20 00:25 75-25-27.3 2.0 1.39
Bromomethane <0.32 ug/m3 02/15/20 00:25 74-83-91.1 0.32 1.39
1,3-Butadiene <0.18 ug/m3 02/15/20 00:25 106-99-00.63 0.18 1.39
2-Butanone (MEK)<0.51 ug/m3 02/15/20 00:25 78-93-34.2 0.51 1.39
Carbon disulfide 61.1 ug/m3 02/15/20 00:25 75-15-00.88 0.30 1.39
Carbon tetrachloride 1.1J ug/m3 02/15/20 00:25 56-23-51.8 0.60 1.39
Chlorobenzene <0.38 ug/m3 02/15/20 00:25 108-90-71.3 0.38 1.39
Chloroethane <0.36 ug/m3 02/15/20 00:25 75-00-30.75 0.36 1.39
Chloroform 18.8 ug/m3 02/15/20 00:25 67-66-30.69 0.27 1.39
Chloromethane <0.22 ug/m3 02/15/20 00:25 74-87-30.58 0.22 1.39
Cyclohexane 46.7 ug/m3 02/15/20 00:25 110-82-72.4 0.49 1.39
Dibromochloromethane <1.0 ug/m3 02/15/20 00:25 124-48-12.4 1.0 1.39
1,2-Dibromoethane (EDB)<0.51 ug/m3 02/15/20 00:25 106-93-41.1 0.51 1.39
1,2-Dichlorobenzene <0.69 ug/m3 02/15/20 00:25 95-50-11.7 0.69 1.39
1,3-Dichlorobenzene 28.5 ug/m3 02/15/20 00:25 541-73-11.7 0.81 1.39
1,4-Dichlorobenzene <1.4 ug/m3 02/15/20 00:25 106-46-74.3 1.4 1.39
Dichlorodifluoromethane 2.8 ug/m3 02/15/20 00:25 75-71-81.4 0.41 1.39
1,1-Dichloroethane 247 ug/m3 02/15/20 12:16 75-34-334.3 9.4 41.7
1,2-Dichloroethane <0.21 ug/m3 02/15/20 00:25 107-06-20.57 0.21 1.39
1,1-Dichloroethene 1280 ug/m3 02/15/20 12:16 75-35-433.6 11.4 41.7
cis-1,2-Dichloroethene 2.1 ug/m3 02/15/20 00:25 156-59-21.1 0.30 1.39
trans-1,2-Dichloroethene <0.40 ug/m3 02/15/20 00:25 156-60-51.1 0.40 1.39
1,2-Dichloropropane <0.32 ug/m3 02/15/20 00:25 78-87-51.3 0.32 1.39
cis-1,3-Dichloropropene <0.42 ug/m3 02/15/20 00:25 10061-01-51.3 0.42 1.39
trans-1,3-Dichloropropene <0.61 ug/m3 02/15/20 00:25 10061-02-61.3 0.61 1.39
Dichlorotetrafluoroethane <0.61 ug/m3 02/15/20 00:25 76-14-22.0 0.61 1.39
Ethyl acetate 1.6 ug/m3 02/15/20 00:25 141-78-61.0 0.26 1.39
Ethylbenzene 51.6 ug/m3 02/15/20 00:25 100-41-41.2 0.42 1.39
4-Ethyltoluene 14.3 ug/m3 02/15/20 00:25 622-96-83.5 0.79 1.39
n-Heptane 62.9 ug/m3 02/15/20 00:25 142-82-51.2 0.53 1.39
Hexachloro-1,3-butadiene <2.7 ug/m3 02/15/20 00:25 87-68-37.5 2.7 1.39
n-Hexane 66.9 ug/m3 02/15/20 00:25 110-54-31.0 0.43 1.39
2-Hexanone <1.0 ug/m3 02/15/20 00:25 591-78-65.8 1.0 1.39
Methylene Chloride 2.3J ug/m3 02/15/20 00:25 75-09-24.9 1.7 1.39
4-Methyl-2-pentanone (MIBK)<0.72 ug/m3 02/15/20 00:25 108-10-15.8 0.72 1.39
Methyl-tert-butyl ether <0.92 ug/m3 02/15/20 00:25 1634-04-45.1 0.92 1.39
Naphthalene 12.0 ug/m3 02/15/20 00:25 91-20-33.7 1.8 1.39
Propylene 109 ug/m3 02/15/20 12:16 115-07-114.6 5.8 41.7
Styrene 1.1J ug/m3 02/15/20 00:25 100-42-51.2 0.48 1.39
1,1,2,2-Tetrachloroethane <0.43 ug/m3 02/15/20 00:25 79-34-50.97 0.43 1.39
Tetrachloroethene 163 ug/m3 02/15/20 00:25 127-18-40.96 0.44 1.39
Tetrahydrofuran <0.36 ug/m3 02/15/20 00:25 109-99-90.83 0.36 1.39
Toluene 511 ug/m3 02/15/20 12:16 108-88-331.9 14.6 41.7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:TVMP-1 Can#0186 Lab ID:92464505005 Collected:02/08/20 14:10 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
1,2,4-Trichlorobenzene <5.2 ug/m3 02/15/20 00:25 120-82-110.5 5.2 1.39
1,1,1-Trichloroethane 70.7 ug/m3 02/15/20 00:25 71-55-61.5 0.43 1.39
1,1,2-Trichloroethane <0.34 ug/m3 02/15/20 00:25 79-00-50.77 0.34 1.39
Trichloroethene 22.3 ug/m3 02/15/20 00:25 79-01-60.76 0.35 1.39
Trichlorofluoromethane 8.4 ug/m3 02/15/20 00:25 75-69-41.6 0.51 1.39
1,1,2-Trichlorotrifluoroethane 1.8J ug/m3 02/15/20 00:25 76-13-12.2 0.78 1.39
1,2,4-Trimethylbenzene 26.9 ug/m3 02/15/20 00:25 95-63-61.4 0.63 1.39
1,3,5-Trimethylbenzene 9.6 ug/m3 02/15/20 00:25 108-67-81.4 0.55 1.39
Vinyl acetate <0.38 ug/m3 02/15/20 00:25 108-05-41.0 0.38 1.39
Vinyl chloride <0.18 ug/m3 02/15/20 00:25 75-01-40.36 0.18 1.39
m&p-Xylene 190 ug/m3 02/15/20 00:25 179601-23-12.5 0.97 1.39
o-Xylene 73.0 ug/m3 02/15/20 00:25 95-47-61.2 0.48 1.39
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:TVMP-2 Can#3626 Lab ID:92464505006 Collected:02/08/20 14:40 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
Acetone 22.2 ug/m3 02/14/20 23:55 67-64-13.7 1.9 1.55
Benzene 10.2 ug/m3 02/14/20 23:55 71-43-20.50 0.24 1.55
Bromodichloromethane <0.57 ug/m3 02/14/20 23:55 75-27-42.1 0.57 1.55
Bromoform <2.2 ug/m3 02/14/20 23:55 75-25-28.1 2.2 1.55
Bromomethane <0.35 ug/m3 02/14/20 23:55 74-83-91.2 0.35 1.55
1,3-Butadiene <0.20 ug/m3 02/14/20 23:55 106-99-00.70 0.20 1.55
2-Butanone (MEK)2.0J ug/m3 02/14/20 23:55 78-93-34.6 0.57 1.55
Carbon disulfide 25.1 ug/m3 02/14/20 23:55 75-15-00.98 0.34 1.55
Carbon tetrachloride 1.0J ug/m3 02/14/20 23:55 56-23-52.0 0.66 1.55
Chlorobenzene <0.43 ug/m3 02/14/20 23:55 108-90-71.5 0.43 1.55
Chloroethane <0.40 ug/m3 02/14/20 23:55 75-00-30.83 0.40 1.55
Chloroform <0.30 ug/m3 02/14/20 23:55 67-66-30.77 0.30 1.55
Chloromethane <0.24 ug/m3 02/14/20 23:55 74-87-30.65 0.24 1.55
Cyclohexane 15.3 ug/m3 02/14/20 23:55 110-82-72.7 0.55 1.55
Dibromochloromethane <1.1 ug/m3 02/14/20 23:55 124-48-12.7 1.1 1.55
1,2-Dibromoethane (EDB)<0.57 ug/m3 02/14/20 23:55 106-93-41.2 0.57 1.55
1,2-Dichlorobenzene <0.77 ug/m3 02/14/20 23:55 95-50-11.9 0.77 1.55
1,3-Dichlorobenzene 46.0 ug/m3 02/14/20 23:55 541-73-11.9 0.90 1.55
1,4-Dichlorobenzene <1.6 ug/m3 02/14/20 23:55 106-46-74.7 1.6 1.55
Dichlorodifluoromethane 2.7 ug/m3 02/14/20 23:55 75-71-81.6 0.45 1.55
1,1-Dichloroethane <0.35 ug/m3 02/14/20 23:55 75-34-31.3 0.35 1.55
1,2-Dichloroethane <0.23 ug/m3 02/14/20 23:55 107-06-20.64 0.23 1.55
1,1-Dichloroethene <0.42 ug/m3 02/14/20 23:55 75-35-41.2 0.42 1.55
cis-1,2-Dichloroethene <0.34 ug/m3 02/14/20 23:55 156-59-21.2 0.34 1.55
trans-1,2-Dichloroethene <0.44 ug/m3 02/14/20 23:55 156-60-51.2 0.44 1.55
1,2-Dichloropropane <0.36 ug/m3 02/14/20 23:55 78-87-51.5 0.36 1.55
cis-1,3-Dichloropropene <0.47 ug/m3 02/14/20 23:55 10061-01-51.4 0.47 1.55
trans-1,3-Dichloropropene <0.68 ug/m3 02/14/20 23:55 10061-02-61.4 0.68 1.55
Dichlorotetrafluoroethane <0.68 ug/m3 02/14/20 23:55 76-14-22.2 0.68 1.55
Ethyl acetate <0.29 ug/m3 02/14/20 23:55 141-78-61.1 0.29 1.55
Ethylbenzene 16.6 ug/m3 02/14/20 23:55 100-41-41.4 0.47 1.55
4-Ethyltoluene 4.1 ug/m3 02/14/20 23:55 622-96-83.9 0.88 1.55
n-Heptane 25.7 ug/m3 02/14/20 23:55 142-82-51.3 0.59 1.55
Hexachloro-1,3-butadiene <3.1 ug/m3 02/14/20 23:55 87-68-38.4 3.1 1.55
n-Hexane 23.3 ug/m3 02/14/20 23:55 110-54-31.1 0.48 1.55
2-Hexanone <1.2 ug/m3 02/14/20 23:55 591-78-66.4 1.2 1.55
Methylene Chloride <1.9 ug/m3 02/14/20 23:55 75-09-25.5 1.9 1.55
4-Methyl-2-pentanone (MIBK)<0.80 ug/m3 02/14/20 23:55 108-10-16.4 0.80 1.55
Methyl-tert-butyl ether <1.0 ug/m3 02/14/20 23:55 1634-04-45.7 1.0 1.55
Naphthalene <2.0 ug/m3 02/14/20 23:55 91-20-34.1 2.0 1.55
Propylene 154 ug/m3 02/14/20 23:55 115-07-1 E0.54 0.22 1.55
Styrene 4.3 ug/m3 02/14/20 23:55 100-42-51.3 0.53 1.55
1,1,2,2-Tetrachloroethane <0.48 ug/m3 02/14/20 23:55 79-34-51.1 0.48 1.55
Tetrachloroethene 7.3 ug/m3 02/14/20 23:55 127-18-41.1 0.49 1.55
Tetrahydrofuran <0.40 ug/m3 02/14/20 23:55 109-99-90.93 0.40 1.55
Toluene 111 ug/m3 02/14/20 23:55 108-88-31.2 0.54 1.55
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 15 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:TVMP-2 Can#3626 Lab ID:92464505006 Collected:02/08/20 14:40 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
1,2,4-Trichlorobenzene <5.8 ug/m3 02/14/20 23:55 120-82-111.7 5.8 1.55
1,1,1-Trichloroethane <0.48 ug/m3 02/14/20 23:55 71-55-61.7 0.48 1.55
1,1,2-Trichloroethane <0.38 ug/m3 02/14/20 23:55 79-00-50.86 0.38 1.55
Trichloroethene <0.39 ug/m3 02/14/20 23:55 79-01-60.85 0.39 1.55
Trichlorofluoromethane 1.8 ug/m3 02/14/20 23:55 75-69-41.8 0.57 1.55
1,1,2-Trichlorotrifluoroethane 1.6J ug/m3 02/14/20 23:55 76-13-12.4 0.87 1.55
1,2,4-Trimethylbenzene 7.4 ug/m3 02/14/20 23:55 95-63-61.5 0.70 1.55
1,3,5-Trimethylbenzene 3.2 ug/m3 02/14/20 23:55 108-67-81.5 0.62 1.55
Vinyl acetate <0.42 ug/m3 02/14/20 23:55 108-05-41.1 0.42 1.55
Vinyl chloride <0.20 ug/m3 02/14/20 23:55 75-01-40.40 0.20 1.55
m&p-Xylene 58.6 ug/m3 02/14/20 23:55 179601-23-12.7 1.1 1.55
o-Xylene 19.3 ug/m3 02/14/20 23:55 95-47-61.4 0.53 1.55
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 16 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:TVMP-3 Can#0171 Lab ID:92464505007 Collected:02/08/20 13:45 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
Acetone 16.7 ug/m3 02/14/20 22:26 67-64-13.5 1.7 1.44
Benzene 11.2 ug/m3 02/14/20 22:26 71-43-20.47 0.22 1.44
Bromodichloromethane <0.53 ug/m3 02/14/20 22:26 75-27-42.0 0.53 1.44
Bromoform <2.0 ug/m3 02/14/20 22:26 75-25-27.6 2.0 1.44
Bromomethane <0.33 ug/m3 02/14/20 22:26 74-83-91.1 0.33 1.44
1,3-Butadiene <0.18 ug/m3 02/14/20 22:26 106-99-00.65 0.18 1.44
2-Butanone (MEK)6.7 ug/m3 02/14/20 22:26 78-93-34.3 0.53 1.44
Carbon disulfide 34.4 ug/m3 02/14/20 22:26 75-15-00.91 0.32 1.44
Carbon tetrachloride <0.62 ug/m3 02/14/20 22:26 56-23-51.8 0.62 1.44
Chlorobenzene <0.40 ug/m3 02/14/20 22:26 108-90-71.3 0.40 1.44
Chloroethane <0.37 ug/m3 02/14/20 22:26 75-00-30.77 0.37 1.44
Chloroform <0.28 ug/m3 02/14/20 22:26 67-66-30.71 0.28 1.44
Chloromethane 0.47J ug/m3 02/14/20 22:26 74-87-30.60 0.22 1.44
Cyclohexane 8.2 ug/m3 02/14/20 22:26 110-82-72.5 0.51 1.44
Dibromochloromethane <1.0 ug/m3 02/14/20 22:26 124-48-12.5 1.0 1.44
1,2-Dibromoethane (EDB)<0.53 ug/m3 02/14/20 22:26 106-93-41.1 0.53 1.44
1,2-Dichlorobenzene <0.72 ug/m3 02/14/20 22:26 95-50-11.8 0.72 1.44
1,3-Dichlorobenzene 11.4 ug/m3 02/14/20 22:26 541-73-11.8 0.84 1.44
1,4-Dichlorobenzene <1.4 ug/m3 02/14/20 22:26 106-46-74.4 1.4 1.44
Dichlorodifluoromethane 2.4 ug/m3 02/14/20 22:26 75-71-81.5 0.42 1.44
1,1-Dichloroethane <0.32 ug/m3 02/14/20 22:26 75-34-31.2 0.32 1.44
1,2-Dichloroethane <0.22 ug/m3 02/14/20 22:26 107-06-20.59 0.22 1.44
1,1-Dichloroethene <0.39 ug/m3 02/14/20 22:26 75-35-41.2 0.39 1.44
cis-1,2-Dichloroethene <0.32 ug/m3 02/14/20 22:26 156-59-21.2 0.32 1.44
trans-1,2-Dichloroethene <0.41 ug/m3 02/14/20 22:26 156-60-51.2 0.41 1.44
1,2-Dichloropropane <0.33 ug/m3 02/14/20 22:26 78-87-51.4 0.33 1.44
cis-1,3-Dichloropropene <0.44 ug/m3 02/14/20 22:26 10061-01-51.3 0.44 1.44
trans-1,3-Dichloropropene <0.63 ug/m3 02/14/20 22:26 10061-02-61.3 0.63 1.44
Dichlorotetrafluoroethane <0.63 ug/m3 02/14/20 22:26 76-14-22.0 0.63 1.44
Ethyl acetate 1.0J ug/m3 02/14/20 22:26 141-78-61.1 0.27 1.44
Ethylbenzene 13.7 ug/m3 02/14/20 22:26 100-41-41.3 0.44 1.44
4-Ethyltoluene 2.5J ug/m3 02/14/20 22:26 622-96-83.6 0.82 1.44
n-Heptane 12.7 ug/m3 02/14/20 22:26 142-82-51.2 0.55 1.44
Hexachloro-1,3-butadiene <2.8 ug/m3 02/14/20 22:26 87-68-37.8 2.8 1.44
n-Hexane 11.7 ug/m3 02/14/20 22:26 110-54-31.0 0.45 1.44
2-Hexanone <1.1 ug/m3 02/14/20 22:26 591-78-66.0 1.1 1.44
Methylene Chloride 2.0J ug/m3 02/14/20 22:26 75-09-25.1 1.7 1.44
4-Methyl-2-pentanone (MIBK)<0.75 ug/m3 02/14/20 22:26 108-10-16.0 0.75 1.44
Methyl-tert-butyl ether <0.95 ug/m3 02/14/20 22:26 1634-04-45.3 0.95 1.44
Naphthalene <1.9 ug/m3 02/14/20 22:26 91-20-33.8 1.9 1.44
Propylene 139 ug/m3 02/14/20 22:26 115-07-1 E0.50 0.20 1.44
Styrene <0.50 ug/m3 02/14/20 22:26 100-42-51.2 0.50 1.44
1,1,2,2-Tetrachloroethane <0.44 ug/m3 02/14/20 22:26 79-34-51.0 0.44 1.44
Tetrachloroethene 6.3 ug/m3 02/14/20 22:26 127-18-40.99 0.45 1.44
Tetrahydrofuran <0.38 ug/m3 02/14/20 22:26 109-99-90.86 0.38 1.44
Toluene 114 ug/m3 02/14/20 22:26 108-88-31.1 0.51 1.44
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
Pace Analytical Services, LLC
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Page 17 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:TVMP-3 Can#0171 Lab ID:92464505007 Collected:02/08/20 13:45 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
1,2,4-Trichlorobenzene <5.4 ug/m3 02/14/20 22:26 120-82-110.9 5.4 1.44
1,1,1-Trichloroethane <0.44 ug/m3 02/14/20 22:26 71-55-61.6 0.44 1.44
1,1,2-Trichloroethane <0.35 ug/m3 02/14/20 22:26 79-00-50.80 0.35 1.44
Trichloroethene <0.36 ug/m3 02/14/20 22:26 79-01-60.79 0.36 1.44
Trichlorofluoromethane 1.5J ug/m3 02/14/20 22:26 75-69-41.6 0.53 1.44
1,1,2-Trichlorotrifluoroethane 0.86J ug/m3 02/14/20 22:26 76-13-12.2 0.81 1.44
1,2,4-Trimethylbenzene 4.7 ug/m3 02/14/20 22:26 95-63-61.4 0.65 1.44
1,3,5-Trimethylbenzene 2.1 ug/m3 02/14/20 22:26 108-67-81.4 0.57 1.44
Vinyl acetate <0.39 ug/m3 02/14/20 22:26 108-05-41.0 0.39 1.44
Vinyl chloride <0.18 ug/m3 02/14/20 22:26 75-01-40.37 0.18 1.44
m&p-Xylene 48.4 ug/m3 02/14/20 22:26 179601-23-12.5 1.0 1.44
o-Xylene 18.2 ug/m3 02/14/20 22:26 95-47-61.3 0.50 1.44
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 18 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:SG-DUP Can#3393 Lab ID:92464505008 Collected:02/07/20 00:00 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
Acetone 2.2J ug/m3 02/14/20 20:57 67-64-13.9 1.9 1.61
Benzene <0.25 ug/m3 02/14/20 20:57 71-43-20.52 0.25 1.61
Bromodichloromethane <0.59 ug/m3 02/14/20 20:57 75-27-42.2 0.59 1.61
Bromoform <2.3 ug/m3 02/14/20 20:57 75-25-28.5 2.3 1.61
Bromomethane <0.37 ug/m3 02/14/20 20:57 74-83-91.3 0.37 1.61
1,3-Butadiene <0.21 ug/m3 02/14/20 20:57 106-99-00.72 0.21 1.61
2-Butanone (MEK)<0.59 ug/m3 02/14/20 20:57 78-93-34.8 0.59 1.61
Carbon disulfide <0.35 ug/m3 02/14/20 20:57 75-15-01.0 0.35 1.61
Carbon tetrachloride <0.69 ug/m3 02/14/20 20:57 56-23-52.1 0.69 1.61
Chlorobenzene <0.44 ug/m3 02/14/20 20:57 108-90-71.5 0.44 1.61
Chloroethane <0.42 ug/m3 02/14/20 20:57 75-00-30.86 0.42 1.61
Chloroform 132 ug/m3 02/14/20 20:57 67-66-30.80 0.32 1.61
Chloromethane <0.25 ug/m3 02/14/20 20:57 74-87-30.68 0.25 1.61
Cyclohexane <0.57 ug/m3 02/14/20 20:57 110-82-72.8 0.57 1.61
Dibromochloromethane <1.2 ug/m3 02/14/20 20:57 124-48-12.8 1.2 1.61
1,2-Dibromoethane (EDB)<0.59 ug/m3 02/14/20 20:57 106-93-41.3 0.59 1.61
1,2-Dichlorobenzene <0.80 ug/m3 02/14/20 20:57 95-50-12.0 0.80 1.61
1,3-Dichlorobenzene 1.7J ug/m3 02/14/20 20:57 541-73-12.0 0.94 1.61
1,4-Dichlorobenzene <1.6 ug/m3 02/14/20 20:57 106-46-74.9 1.6 1.61
Dichlorodifluoromethane 2.2 ug/m3 02/14/20 20:57 75-71-81.6 0.47 1.61
1,1-Dichloroethane <0.36 ug/m3 02/14/20 20:57 75-34-31.3 0.36 1.61
1,2-Dichloroethane <0.24 ug/m3 02/14/20 20:57 107-06-20.66 0.24 1.61
1,1-Dichloroethene <0.44 ug/m3 02/14/20 20:57 75-35-41.3 0.44 1.61
cis-1,2-Dichloroethene <0.35 ug/m3 02/14/20 20:57 156-59-21.3 0.35 1.61
trans-1,2-Dichloroethene <0.46 ug/m3 02/14/20 20:57 156-60-51.3 0.46 1.61
1,2-Dichloropropane <0.37 ug/m3 02/14/20 20:57 78-87-51.5 0.37 1.61
cis-1,3-Dichloropropene <0.49 ug/m3 02/14/20 20:57 10061-01-51.5 0.49 1.61
trans-1,3-Dichloropropene <0.71 ug/m3 02/14/20 20:57 10061-02-61.5 0.71 1.61
Dichlorotetrafluoroethane <0.70 ug/m3 02/14/20 20:57 76-14-22.3 0.70 1.61
Ethyl acetate <0.31 ug/m3 02/14/20 20:57 141-78-61.2 0.31 1.61
Ethylbenzene <0.49 ug/m3 02/14/20 20:57 100-41-41.4 0.49 1.61
4-Ethyltoluene <0.92 ug/m3 02/14/20 20:57 622-96-84.0 0.92 1.61
n-Heptane <0.61 ug/m3 02/14/20 20:57 142-82-51.3 0.61 1.61
Hexachloro-1,3-butadiene <3.2 ug/m3 02/14/20 20:57 87-68-38.7 3.2 1.61
n-Hexane <0.50 ug/m3 02/14/20 20:57 110-54-31.2 0.50 1.61
2-Hexanone <1.2 ug/m3 02/14/20 20:57 591-78-66.7 1.2 1.61
Methylene Chloride <1.9 ug/m3 02/14/20 20:57 75-09-25.7 1.9 1.61
4-Methyl-2-pentanone (MIBK)<0.83 ug/m3 02/14/20 20:57 108-10-16.7 0.83 1.61
Methyl-tert-butyl ether <1.1 ug/m3 02/14/20 20:57 1634-04-45.9 1.1 1.61
Naphthalene <2.1 ug/m3 02/14/20 20:57 91-20-34.3 2.1 1.61
Propylene <0.23 ug/m3 02/14/20 20:57 115-07-10.56 0.23 1.61
Styrene <0.55 ug/m3 02/14/20 20:57 100-42-51.4 0.55 1.61
1,1,2,2-Tetrachloroethane <0.50 ug/m3 02/14/20 20:57 79-34-51.1 0.50 1.61
Tetrachloroethene 16.0 ug/m3 02/14/20 20:57 127-18-41.1 0.51 1.61
Tetrahydrofuran <0.42 ug/m3 02/14/20 20:57 109-99-90.97 0.42 1.61
Toluene <0.57 ug/m3 02/14/20 20:57 108-88-31.2 0.57 1.61
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 19 of 28
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Sample:SG-DUP Can#3393 Lab ID:92464505008 Collected:02/07/20 00:00 Received:02/10/20 08:00 Matrix:Air
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: TO-15TO15 MSV AIR
1,2,4-Trichlorobenzene <6.0 ug/m3 02/14/20 20:57 120-82-112.1 6.0 1.61
1,1,1-Trichloroethane <0.50 ug/m3 02/14/20 20:57 71-55-61.8 0.50 1.61
1,1,2-Trichloroethane <0.39 ug/m3 02/14/20 20:57 79-00-50.89 0.39 1.61
Trichloroethene <0.41 ug/m3 02/14/20 20:57 79-01-60.88 0.41 1.61
Trichlorofluoromethane 1.5J ug/m3 02/14/20 20:57 75-69-41.8 0.59 1.61
1,1,2-Trichlorotrifluoroethane <0.91 ug/m3 02/14/20 20:57 76-13-12.5 0.91 1.61
1,2,4-Trimethylbenzene <0.73 ug/m3 02/14/20 20:57 95-63-61.6 0.73 1.61
1,3,5-Trimethylbenzene <0.64 ug/m3 02/14/20 20:57 108-67-81.6 0.64 1.61
Vinyl acetate <0.43 ug/m3 02/14/20 20:57 108-05-41.2 0.43 1.61
Vinyl chloride <0.20 ug/m3 02/14/20 20:57 75-01-40.42 0.20 1.61
m&p-Xylene <1.1 ug/m3 02/14/20 20:57 179601-23-12.8 1.1 1.61
o-Xylene <0.55 ug/m3 02/14/20 20:57 95-47-61.4 0.55 1.61
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
Pace Analytical Services, LLC
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[phone]
Page 20 of 28
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
660113
TO-15
TO-15
TO15 MSV AIR Low Level
Associated Lab Samples:92464505001, 92464505002, 92464505003, 92464505004, 92464505005, 92464505006, 92464505007,
92464505008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3542900
Associated Lab Samples:92464505001, 92464505002, 92464505003, 92464505004, 92464505005, 92464505006, 92464505007,
92464505008
Matrix:Air
AnalyzedMDL
1,1,1-Trichloroethane ug/m3 <0.31 1.1 02/14/20 11:060.31
1,1,2,2-Tetrachloroethane ug/m3 <0.31 0.70 02/14/20 11:060.31
1,1,2-Trichloroethane ug/m3 <0.24 0.56 02/14/20 11:060.24
1,1,2-Trichlorotrifluoroethane ug/m3 <0.56 1.6 02/14/20 11:060.56
1,1-Dichloroethane ug/m3 <0.22 0.82 02/14/20 11:060.22
1,1-Dichloroethene ug/m3 <0.27 0.81 02/14/20 11:060.27
1,2,4-Trichlorobenzene ug/m3 <3.7 7.5 02/14/20 11:063.7
1,2,4-Trimethylbenzene ug/m3 <0.45 1.0 02/14/20 11:060.45
1,2-Dibromoethane (EDB)ug/m3 <0.37 0.78 02/14/20 11:060.37
1,2-Dichlorobenzene ug/m3 <0.50 1.2 02/14/20 11:060.50
1,2-Dichloroethane ug/m3 <0.15 0.41 02/14/20 11:060.15
1,2-Dichloropropane ug/m3 <0.23 0.94 02/14/20 11:060.23
1,3,5-Trimethylbenzene ug/m3 <0.40 1.0 02/14/20 11:060.40
1,3-Butadiene ug/m3 <0.13 0.45 02/14/20 11:060.13
1,3-Dichlorobenzene ug/m3 <0.58 1.2 02/14/20 11:060.58
1,4-Dichlorobenzene ug/m3 <1.0 3.1 02/14/20 11:061.0
2-Butanone (MEK)ug/m3 <0.37 3.0 02/14/20 11:060.37
2-Hexanone ug/m3 <0.74 4.2 02/14/20 11:060.74
4-Ethyltoluene ug/m3 <0.57 2.5 02/14/20 11:060.57
4-Methyl-2-pentanone (MIBK)ug/m3 <0.52 4.2 02/14/20 11:060.52
Acetone ug/m3 <1.2 2.4 02/14/20 11:061.2
Benzene ug/m3 <0.15 0.32 02/14/20 11:060.15
Bromodichloromethane ug/m3 <0.37 1.4 02/14/20 11:060.37
Bromoform ug/m3 <1.4 5.2 02/14/20 11:061.4
Bromomethane ug/m3 <0.23 0.79 02/14/20 11:060.23
Carbon disulfide ug/m3 <0.22 0.63 02/14/20 11:060.22
Carbon tetrachloride ug/m3 <0.43 1.3 02/14/20 11:060.43
Chlorobenzene ug/m3 <0.28 0.94 02/14/20 11:060.28
Chloroethane ug/m3 <0.26 0.54 02/14/20 11:060.26
Chloroform ug/m3 <0.20 0.50 02/14/20 11:060.20
Chloromethane ug/m3 <0.16 0.42 02/14/20 11:060.16
cis-1,2-Dichloroethene ug/m3 <0.22 0.81 02/14/20 11:060.22
cis-1,3-Dichloropropene ug/m3 <0.30 0.92 02/14/20 11:060.30
Cyclohexane ug/m3 <0.35 1.8 02/14/20 11:060.35
Dibromochloromethane ug/m3 <0.72 1.7 02/14/20 11:060.72
Dichlorodifluoromethane ug/m3 <0.29 1.0 02/14/20 11:060.29
Dichlorotetrafluoroethane ug/m3 <0.44 1.4 02/14/20 11:060.44
Ethyl acetate ug/m3 <0.19 0.73 02/14/20 11:060.19
Ethylbenzene ug/m3 <0.30 0.88 02/14/20 11:060.30
Hexachloro-1,3-butadiene ug/m3 <2.0 5.4 02/14/20 11:062.0
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 21 of 28
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:3542900
Associated Lab Samples:92464505001, 92464505002, 92464505003, 92464505004, 92464505005, 92464505006, 92464505007,
92464505008
Matrix:Air
AnalyzedMDL
m&p-Xylene ug/m3 <0.70 1.8 02/14/20 11:060.70
Methyl-tert-butyl ether ug/m3 <0.66 3.7 02/14/20 11:060.66
Methylene Chloride ug/m3 <1.2 3.5 02/14/20 11:061.2
n-Heptane ug/m3 <0.38 0.83 02/14/20 11:060.38
n-Hexane ug/m3 <0.31 0.72 02/14/20 11:060.31
Naphthalene ug/m3 <1.3 2.7 02/14/20 11:061.3
o-Xylene ug/m3 <0.34 0.88 02/14/20 11:060.34
Propylene ug/m3 <0.14 0.35 02/14/20 11:060.14
Styrene ug/m3 <0.34 0.87 02/14/20 11:060.34
Tetrachloroethene ug/m3 <0.31 0.69 02/14/20 11:060.31
Tetrahydrofuran ug/m3 <0.26 0.60 02/14/20 11:060.26
Toluene ug/m3 <0.35 0.77 02/14/20 11:060.35
trans-1,2-Dichloroethene ug/m3 <0.28 0.81 02/14/20 11:060.28
trans-1,3-Dichloropropene ug/m3 <0.44 0.92 02/14/20 11:060.44
Trichloroethene ug/m3 <0.25 0.55 02/14/20 11:060.25
Trichlorofluoromethane ug/m3 <0.37 1.1 02/14/20 11:060.37
Vinyl acetate ug/m3 <0.27 0.72 02/14/20 11:060.27
Vinyl chloride ug/m3 <0.13 0.26 02/14/20 11:060.13
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3542901LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1-Trichloroethane ug/m3 54.357 95 70-130
1,1,2,2-Tetrachloroethane ug/m3 67.671.9 94 70-132
1,1,2-Trichloroethane ug/m3 55.557.3 97 70-133
1,1,2-Trichlorotrifluoroethane ug/m3 74.280.3 92 70-130
1,1-Dichloroethane ug/m3 39.742.7 93 70-130
1,1-Dichloroethene ug/m3 38.441.4 93 69-137
1,2,4-Trichlorobenzene ug/m3 173156 111 70-130
1,2,4-Trimethylbenzene ug/m3 42.651.5 83 70-137
1,2-Dibromoethane (EDB)ug/m3 77.880.3 97 70-138
1,2-Dichlorobenzene ug/m3 62.663.1 99 70-136
1,2-Dichloroethane ug/m3 40.542.4 96 70-130
1,2-Dichloropropane ug/m3 46.248.6 95 70-132
1,3,5-Trimethylbenzene ug/m3 39.951.6 77 70-136
1,3-Butadiene ug/m3 21.423.3 92 67-139
1,3-Dichlorobenzene ug/m3 62.663.4 99 70-138
1,4-Dichlorobenzene ug/m3 62.163.4 98 70-145
2-Butanone (MEK)ug/m3 29.931.4 95 61-130
2-Hexanone ug/m3 38.942.8 91 70-138
4-Ethyltoluene ug/m3 49.752.4 95 70-142
4-Methyl-2-pentanone (MIBK)ug/m3 40.943.6 94 70-134
Acetone ug/m3 94.7126 75 59-137
REPORT OF LABORATORY ANALYSIS
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Page 22 of 28
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
3542901LABORATORY CONTROL SAMPLE:
LCSSpike
Benzene ug/m3 29.633.5 88 70-133
Bromodichloromethane ug/m3 70.371.5 98 70-130
Bromoform ug/m3 109110 99 60-140
Bromomethane ug/m3 34.241.3 83 70-131
Carbon disulfide ug/m3 31.233.3 94 70-130
Carbon tetrachloride ug/m3 67.866.2 102 70-133
Chlorobenzene ug/m3 45.048.3 93 70-131
Chloroethane ug/m3 25.828.1 92 70-141
Chloroform ug/m3 47.151.1 92 70-130
Chloromethane ug/m3 19.521.9 89 64-137
cis-1,2-Dichloroethene ug/m3 39.641.6 95 70-132
cis-1,3-Dichloropropene ug/m3 46.047.7 97 70-138
Cyclohexane ug/m3 30.636.7 83 70-133
Dibromochloromethane ug/m3 97.190.7 107 70-139
Dichlorodifluoromethane ug/m3 46.951.6 91 70-130
Dichlorotetrafluoroethane ug/m3 64.272.7 88 65-133
Ethyl acetate ug/m3 35.838.6 93 70-135
Ethylbenzene ug/m3 36.845.6 81 70-142
Hexachloro-1,3-butadiene ug/m3 131112 117 70-134
m&p-Xylene ug/m3 71.891.2 79 70-141
Methyl-tert-butyl ether ug/m3 35.238.4 92 70-131
Methylene Chloride ug/m3 160182 88 69-130
n-Heptane ug/m3 37.843.6 87 70-130
n-Hexane ug/m3 32.037.6 85 70-131
Naphthalene ug/m3 56.457.7 98 63-130
o-Xylene ug/m3 45.845.5 101 70-135
Propylene ug/m3 16.518.2 91 63-139
Styrene ug/m3 44.144.9 98 70-143
Tetrachloroethene ug/m3 65.971 93 70-136
Tetrahydrofuran ug/m3 32.031.5 102 70-137
Toluene ug/m3 33.739.5 85 70-136
trans-1,2-Dichloroethene ug/m3 39.342.2 93 70-132
trans-1,3-Dichloropropene ug/m3 46.147.7 97 70-139
Trichloroethene ug/m3 52.856.3 94 70-132
Trichlorofluoromethane ug/m3 55.159.7 92 65-136
Vinyl acetate ug/m3 32.334.5 94 66-140
Vinyl chloride ug/m3 23.626.7 89 68-141
REPORT OF LABORATORY ANALYSIS
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Page 23 of 28
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - MinneapolisPASI-M
ANALYTE QUALIFIERS
Analyte concentration exceeded the calibration range. The reported result is estimated.E
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 02/17/2020 01:52 PM
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Page 24 of 28
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92464505
ACME Spinning Mill (BMT-001)
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92464505001 660113VMP-1 Can#6341 TO-15
92464505002 660113VMP-2A Can#3513 TO-15
92464505003 660113VMP-3A Can#1748 TO-15
92464505004 660113VMP-4A Can#0414 TO-15
92464505005 660113TVMP-1 Can#0186 TO-15
92464505006 660113TVMP-2 Can#3626 TO-15
92464505007 660113TVMP-3 Can#0171 TO-15
92464505008 660113SG-DUP Can#3393 TO-15
REPORT OF LABORATORY ANALYSIS
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Page 26 of 28
Page 27 of 28
02/13/20
Page 28 of 28

Appendix C

DEQ Risk Calculators
Version Date:
Basis:
Site Name:
Site Address:
DEQ Section:
Site ID:
Exposure Unit ID:
Submittal Date:
Reviewed By:
3/1/2020
Prepared By:Hart & Hickman
2923 South Tryon Street, Suite 100, Charlotte, NC
RWM
Hypothetical Worst-Case - Site Wide
North Carolina Department of Environmental Quality
Risk Calculator
Acme Spinning Mill Brownfields
Woodlawn Street & Cason Street, Belmont, Gaston County
Waste Management - Brownfields Program
23045-19-036
December 2019
November 2019 EPA RSL Table
North Carolina DEQ Risk Calculator
Table of Contents
Version Date: December 2019
Basis: November 2019 EPA RSL Table
Site ID: 23045-19-036
Exposure Unit ID: Hypothetical Worst-Case - Site Wide
Form No.
Input Form 1A Complete Exposure Pathways
Input Form 1B Exposure Factors and Target Risks
Input Form 1C Contaminant Migration Parameters
Input Form 1D Sample Statistics
Input Form 2A Soil Exposure Point Concentration Table
Input Form 2B Groundwater Exposure Point Concentration Table
Input Form 2C Surface Water Exposure Point Concentration Table
Input Form 2D Soil Gas Exposure Point Concentration Table
Input Form 2E Indoor Air Exposure Point Concentration Table
Output Form 1A Risk for Individual Pathways
Output Form 1B Sitewide Risk
Output Form 2A Resident Soil
Output Form 2B Resident Groundwater Use
Output Form 2C Non-Residential Worker Soil
Output Form 2D Non-Residential Worker Groundwater Use
Output Form 2E Construction Worker Soil
Output Form 2F Recreator/Trespasser Soil
Output Form 2G Recreator/Trespasser Surface Water
Output Form 3A Resident Groundwater to Indoor Air
Output Form 3B Resident Soil Gas to Indoor Air
Output Form 3C Resident Indoor Air
Output Form 3D Non-Residential Worker Groundwater to Indoor Air
Output Form 3E Non-Residential Worker Soil Gas to Indoor Air
Output Form 3F Non-Residential Worker Indoor Air
Output Form 4A Soil to Groundwater - Forward Mode
Output Form 4B Groundwater to Groundwater - Forward Mode
Output Form 4C Soil to Surface Water - Forward Mode
Output Form 4D Groundwater to Surface Water - Forward Mode
Output Form 4E Soil to Groundwater - Backward Mode
Output Form 4F Groundwater to Groundwater - Backward Mode
Output Form 4G Soil to Surface Water - Backward Mode
Output Form 4H Groundwater to Surface Water - Backward Mode
Output Section 4 - Contaminant Migration to Worksheets
Output Section 3 - Vapor Intrusion Calculators
TOC
Description
DATA INPUT SHEETS
Check box
if included
Input Section 1 - Exposure Pathways & Parameters
Input Section 2 - Exposure Point Concentrations
DATA OUTPUT SHEETS
Output Section 1 - Summary Output for All Calculators
Output Section 2 - Direct Contact Soil and Groundwater Calculators
North Carolina DEQ Risk Calculator
Complete Exposure Pathways
Version Date: December 2019
Basis: November 2019 EPA RSL Table
Site ID: 23045-19-036
Exposure Unit ID: Hypothetical Worst-Case - Site Wide
Note: Risk output will only be calculated for complete exposure pathways.
Receptor Pathway
Check box if
pathway
complete
Soil
Groundwater Use
Soil
Groundwater Use
Construction Worker Soil
Soil
Surface Water
Groundwater to Indoor Air
Soil Gas to Indoor Air
Indoor Air
Groundwater to Indoor Air
Soil Gas to Indoor Air
Indoor Air
Source Soil
Source Groundwater
Source Soil
Source Groundwater
Input Form 1A
VAPOR INTRUSION PATHWAYS
DIRECT CONTACT SOIL AND WATER PATHWAYS
Resident
Non-Residential Worker
Recreator/Trespasser
Resident
Non-Residential Worker
CONTAMINANT MIGRATION PATHWAYS
Groundwater
Surface Water
North Carolina DEQ Risk Calculator
Exposure Point ConcentrationsVersion Date: December 2019Basis: November 2019 EPA RSL TableSite ID: 23045-19-036Exposure Unit ID: Hypothetical Worst-Case - Site WideDescription of Exposure Point Concentration Selection:Note: Chemicals highlighted in orange are non-volatile chemicals. Since these chemicals do not pose a vapor intrusion risk, no risk values are calculated for these chemicals.Exposure Point Concentration (ug/m3)Notes: CAS Number ChemicalMinimum Concentration (Qualifier)Maximum Concentration (Qualifier)UnitsLocation of Maximum ConcentrationDetection FrequencyRange of Detection LimitsConcentration Used for ScreeningBackground ValueScreening Toxicity Value (Screening Level) (n/c)Potential ARAR/TBC ValuePotential ARAR/TBC SourceCOPC Flag (Y/N)Rationale for Selection or Deletion22.2 67-64-1 Acetoneug/m339.7 71-43-2 Benzeneug/m361.1 75-15-0 Carbon Disulfideug/m31.3 56-23-5 Carbon Tetrachlorideug/m3133 67-66-3 Chloroformug/m31.1 74-87-3 Chloromethaneug/m346.7 110-82-7 Cyclohexaneug/m32.8 75-71-8 Dichlorodifluoromethaneug/m3247 75-34-3 Dichloroethane, 1,1-ug/m31280 75-35-4 Dichloroethylene, 1,1-ug/m32.1 156-59-2 Dichloroethylene, 1,2-cis-ug/m31.6 141-78-6 Ethyl Acetateug/m351.6 100-41-4 Ethylbenzeneug/m362.9 142-82-5 Heptane, N-ug/m366.9 110-54-3 Hexane, N-ug/m36.7 78-93-3 Methyl Ethyl Ketone (2-Butanone)ug/m32.3 75-09-2 Methylene Chlorideug/m312 91-20-3 ~Naphthaleneug/m3236 115-07-1 Propyleneug/m34.3 100-42-5 Styreneug/m3163 127-18-4 Tetrachloroethyleneug/m3511 108-88-3 Tolueneug/m370.7 71-55-6 Trichloroethane, 1,1,1-ug/m322.3 79-01-6 Trichloroethyleneug/m326.9 95-63-6 Trimethylbenzene, 1,2,4-ug/m39.6 108-67-8 Trimethylbenzene, 1,3,5-ug/m30.28 75-01-4 Vinyl Chlorideug/m3263 1330-20-7 Xylenesug/m3Input Form 2DSoil Gas Exposure Point Concentration TableNorth Carolina DEQ Risk Calculator
Risk for Individual Pathways Output Form 1A
Version Date: December 2019
Basis: November 2019 EPA RSL Table
Site ID: 23045-19-036
Exposure Unit ID: Hypothetical Worst-Case - Site Wide
Receptor Pathway
Carcinogenic
Risk Hazard Index Risk exceeded?
Soil NC NC NC
Groundwater Use* NC NC NC
Soil NC NC NC
Groundwater Use* NC NC NC
Construction Worker Soil NC NC NC
Soil NC NC NC
Surface Water* NC NC NC
Receptor Pathway
Carcinogenic
Risk Hazard Index Risk exceeded?
Groundwater to Indoor Air NC NC NC
Soil Gas to Indoor Air NC NC NC
Indoor Air NC NC NC
Groundwater to Indoor Air NC NC NC
Soil Gas to Indoor Air 3.6E-06 7.4E-02 NO
Indoor Air NC NC NC
Pathway Source
Source Soil NC
Source Groundwater NC
Source Soil NC
Source Groundwater NC
3. NM = Not Modeled
4. NC = Pathway not complete
DIRECT CONTACT SOIL AND WATER CALCULATORS
Resident
Non-Residential Worker
Recreator/Trespasser
2. * = If concentrations in groundwater exceed the NC 2L Standards or IMAC, or concentrations in surface water exceed the
NC 2B Standards, appropriate remediation and/or institutional control measures will be necessary to be eligible for a risk-based
closure.
Surface Water Exceedence of 2B at Receptor?
Exceedence of 2B at Receptor?
VAPOR INTRUSION CALCULATORS
Resident
Non-Residential Worker
CONTAMINANT MIGRATION CALCULATORS
Target Receptor Concentrations Exceeded?
Groundwater Exceedence of 2L at Receptor?
Exceedence of 2L at Receptor?
1. If lead concentrations were entered in the exposure point concentration tables, see the individual calculator sheets for lead
concentrations in comparison to screening levels. Note that lead is not included in cumulative risk calculations.
Notes:
North Carolina DEQ Risk Calculator
DEQ Risk Calculator - Vapor Intrusion - Non-Residential Worker Soil Gas to Indoor Air
Version Date: December 2019
Basis: November 2019 EPA RSL Table
Site ID: 23045-19-036
Exposure Unit ID: Hypothetical Worst-Case - Site Wide
CAS # Chemical Name:
Soil Gas
Concentration
(ug/m3)
Calculated
Indoor Air
Concentration
(ug/m3)
Target Indoor
Air Conc. for
Carcinogens @
TCR = 1E-06
Target Indoor Air
Conc. for Non-
Carcinogens @
THQ = 0.2
Calculated
Carcinogenic
Risk
Calculated
Non-
Carcinogenic
Hazard
Quotient
67-64-1 Acetone 22.2 0.222 - 2.7E+04 1.6E-06
71-43-2 Benzene 39.7 0.397 1.6E+00 2.6E+01 2.5E-07 3.0E-03
75-15-0 Carbon Disulfide 61.1 0.611 - 6.1E+02 2.0E-04
56-23-5 Carbon Tetrachloride 1.3 0.013 2.0E+00 8.8E+01 6.4E-09 3.0E-05
67-66-3 Chloroform 133 1.33 5.3E-01 8.6E+01 2.5E-06 3.1E-03
74-87-3 Chloromethane 1.1 0.011 - 7.9E+01 2.8E-05
110-82-7 Cyclohexane 46.7 0.467 - 5.3E+03 1.8E-05
75-71-8 Dichlorodifluoromethane 2.8 0.028 - 8.8E+01 6.4E-05
75-34-3 Dichloroethane, 1,1- 247 2.47 7.7E+00 - 3.2E-07
75-35-4 Dichloroethylene, 1,1- 1280 12.8 - 1.8E+02 1.5E-02
156-59-2 Dichloroethylene, 1,2-cis- 2.1 0.021 - -
141-78-6 Ethyl Acetate 1.6 0.016 - 6.1E+01 5.2E-05
100-41-4 Ethylbenzene 51.6 0.516 4.9E+00 8.8E+02 1.1E-07 1.2E-04
142-82-5 Heptane, N- 62.9 0.629 - 3.5E+02 3.6E-04
110-54-3 Hexane, N- 66.9 0.669 - 6.1E+02 2.2E-04
78-93-3 Methyl Ethyl Ketone (2-Butanone) 6.7 0.067 - 4.4E+03 3.1E-06
75-09-2 Methylene Chloride 2.3 0.023 1.2E+03 5.3E+02 1.9E-11 8.8E-06
91-20-3 ~Naphthalene 12 0.12 3.6E-01 2.6E+00 3.3E-07 9.1E-03
115-07-1 Propylene 236 2.36 - 2.6E+03 1.8E-04
100-42-5 Styrene 4.3 0.043 - 8.8E+02 9.8E-06
127-18-4 Tetrachloroethylene 163 1.63 4.7E+01 3.5E+01 3.5E-08 9.3E-03
108-88-3 Toluene 511 5.11 - 4.4E+03 2.3E-04
71-55-6 Trichloroethane, 1,1,1- 70.7 0.707 - 4.4E+03 3.2E-05
79-01-6 Trichloroethylene 22.3 0.223 3.0E+00 1.8E+00 7.5E-08 2.5E-02
95-63-6 Trimethylbenzene, 1,2,4- 26.9 0.269 - 5.3E+01 1.0E-03
108-67-8 Trimethylbenzene, 1,3,5- 9.6 0.096 - 5.3E+01 3.7E-04
75-01-4 Vinyl Chloride 0.28 0.0028 2.8E+00 8.8E+01 1.0E-09 6.4E-06
1330-20-7 Xylenes 263 2.63 - 8.8E+01 6.0E-03
Cumulative: 3.6E-06 7.4E-02
All concentrations are in ug/m3
Output Form 3E
Carcinogenic risk and hazard quotient cells highlighted in orange are associated with non-volatile chemicals. Since these chemicals do not pose a vapor intrusion
risk, no risk values are calculated for these chemicals.
North Carolina DEQ Risk Calculator