10061_OPR_VIMS Install_Building 1001Rev 1

VIMS Installation Completion Report
Revision 1

Old Pineville Road
Brownfields Project No. 10061-06-060

Old Pineville Townhomes – Building 1001
4928 Old Pineville Road & 649 Scholtz Road
Charlotte, North Carolina

H&H Job No. NRV-010 Revised October 4, 2021

#C-1269 Engineering #C-245 Geology
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VIMS Installation Completion Report – Revision 1 Old Pineville Road Old Pineville Road Townhomes – Building 1001 Charlotte, North Carolina Brownfields Project No. 10061-06-060 H&H Job No. NVR-010 Table of Contents 1.0 Introduction ..............................................................................................................................1
2.0 VIMS Installation and Influence Testing .............................................................................3
2.1 VIMS Installation ..................................................................................................................3
2.2 VIMS Influence Testing ........................................................................................................5
3.0 Sub-Slab Soil Gas Assessment Activities ..............................................................................6
3.1 Sub-Slab Soil Gas Sampling .................................................................................................6
3.2 Sub-Slab Soil Gas Sampling Results .....................................................................................7
4.0 Summary and Conclusions ....................................................................................................9

List of Tables

Table 1 Summary of Sub-Slab Soil Gas Analytical Data
List of Figures

Figure 1 Site Location Map
Figure 2 Site Plan

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List of Appendices

Appendix A Historical Data Summary Tables and Sample Location Map
Appendix B Product Specification Sheets
Appendix C VIMS As-Built Drawings
Appendix D VIMS Installation Photographs
Appendix E Field Forms and Field Data
Appendix F Laboratory Analytical Report
Appendix G PVC Primer and PVC Glue Material Safety Data Sheets
Appendix H DEQ Risk Calculator Summary Pages

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VIMS Installation Completion Report – Revision 1 Old Pineville Road Old Pineville Road Townhomes – Building 1001 Charlotte, North Carolina Brownfields Project No. 10061-06-060 H&H Job No. NVR-010 1.0 Introduction

Hart & Hickman, PC (H&H) has prepared this report to document vapor intrusion mitigation
system (VIMS) installation, influence testing, and post-construction sub-slab soil gas assessment
activities completed at the Old Pineville Road Brownfields property (Brownfields Project No.
10061-06-060) located at 4928 Old Pineville Road and 649 Scholtz Road in Charlotte,
Mecklenburg County, North Carolina (Site or subject Site). The redevelopment is known as Old
Pineville Townhomes, and is being developed with for-sale residential townhomes by Ryan
Homes, an NVR, Inc. (NVR) company. The Site development plan includes construction of fifteen
(15) townhome complexes which includes one 3-unit townhome complex, one 4-unit townhome
complex, five 7-unit townhome complexes, and eight 8-unit townhome complexes for a total of
106 individual residential townhome units. This report has been prepared for Old Pineville Road
Townhomes Building 1001 which includes a total of three townhome units (Units A, B, and C)
constructed in the northeastern portion of the Site. A Site location map is provided as Figure 1,
and a Site Plan that identifies Building 1001 is shown in Figure 2.

Assessment activities were completed at the Site in January 2007 to evaluate subsurface conditions
for potential impacts associated with historical on-Site and nearby off-Site operations. Results of
groundwater assessment activities indicated that there are not compounds present at concentrations
that pose significant risks for structural vapor intrusion at the Site based on a residential use
scenario. For ease of reference, the January 2007 data summary tables and a sample location map
are included in Appendix A.

A Brownfields Agreement between the North Carolina Department of Environmental Quality
(DEQ) and John J. Huson was recorded for the Site on January 8, 2008. Land Use Restriction No.
4 in the recorded Brownfields Agreement generally states that no residential construction or
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conversion of any structure to residential use may occur at the Brownfields property without
written notification to DEQ and a VIMS has been installed to the satisfaction of a professional
engineer licensed in North Carolina.

In accordance with the DEQ Brownfields Program Minimum Requirements for Townhome
Developments document, and to be in general compliance with the Brownfields Agreement, the
prospective developer (PD) elected to install a passive VIMS during construction of each proposed
townhome building. H&H prepared a Vapor Intrusion Mitigation Plan (VIMP) and revisions to
the VIMP based on DEQ comments. The final VIMP dated January 18, 2021, was approved by
DEQ in a letter dated February 15, 2021.

The DEQ-approved VIMP includes installation of a passive VIMS in each of the townhome
buildings and post-installation sub-slab soil gas sampling. This report documents installation of
the VIMS for Building 1001. Following installation of the VIMS in other Site townhome buildings
and completion of post-construction sampling, additional installation completion reports will be
submitted under separate cover.

A discussion of VIMS installation activities is provided in Section 2.0, a summary of sub-slab soil
gas assessment activities is provided in Section 3.0, and summary and conclusions based on the
results of the VIMS installation and soil gas assessment activities are provided in Section 4.0.

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2.0 VIMS Installation and Influence Testing

Each of the Building 1001 residential townhome units are three-story structures that are built with
a monolithic concrete slab on-grade foundation and concrete footings below load bearing walls.
The concrete footings were poured prior to the slab-on-grade. Each unit includes a stairwell,
garage, and living spaces located on the ground floor of the structure. The ground floor for each
townhome unit is approximately 640 square feet.

2.1 VIMS Installation

The DEQ-approved VIMP included installation of Vaporblock® Plus 20 (VBP20) vapor barrier
manufactured by Raven Industries (Raven) beneath the concrete slabs of the townhouse buildings.
VBP20 is an ASTM-certified 20-mil, multi-layer, chemically resistant vapor barrier, designed to
prevent the migration of volatile organic compounds. Technical specifications and installation
instructions obtained from Raven for the VBP20 vapor barrier are provided in Appendix B.

The vapor barrier was installed per manufacturer installation instructions (Appendix B). Briefly,
VBP20 was installed by the construction contractor to cover the ground surface below the entire
area of the Building 1001 ground floor slab. The exterior edges of the VBP20 were sealed to the
concrete foundations utilizing Butyl Seal double-sided tape. Seams within the building footprint
have a minimum 12-inch overlap and were sealed with VaporSeal™ tape. Small puncture holes
were sealed with VaporSeal™ tape, and larger holes around utility penetrations were repaired
using a patch that overlaps the penetration and then were taped along the seams.

The VIMP also included installation of a passive mitigation system beneath the ground-level slab
of Building 1001 to reduce the potential for vapor intrusion into the townhome units by vapor
extraction. Because these units contain ground floor garages adjacent to living spaces, the VIMS
and sub-slab vapor extraction treatment was extended below the ground-level garages of the
townhomes. Sub-slab vapor extraction is accomplished using (PVC) vapor collection/conveyance
piping which collects vapor from beneath the ground floor slabs of each building and discharges
the vapor through exhaust stacks above the building roof. The passive VIMS is also enhanced
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with an Empire Eveco EV04SS (stainless steel) wind siphon ventilator that is designed to promote
air exhaust from the conveyance piping. The Empire Eveco ventilator was approved by the design
engineer and is a ventilator similar to the Empire Syphon specified in the VIMP. Each townhome
unit contains individual sub-slab vent piping, riser conveyance piping, and a wind siphon
ventilator. Product specification sheets for ventilator fan and slotted piping are included in
Appendix B.

To further enhance sub-slab vapor transmission and collection effectiveness, a uniform layer of
high permeability stone (clean #57) was installed directly below the concrete slab to allow for air
movement beneath the entirety of the slab. Sub-slab vapor collection piping (3-inch diameter) was
installed within the high permeability stone layer. The thickness of the high permeability stone
around the piping extends a minimum of 1-inch above the piping and a minimum of 1-inch below
the sub-slab piping (approximately 5-inches of gravel around a 3-inch pipe). In areas without sub-
slab piping, a minimum thickness of 4 inches of clean stone was installed.

In the event the system needs to be activated with electric fans, one vacuum monitoring point was
installed for each townhome unit to measure the pressure differential between indoor air and the
sub-slab, and for collection of sub-slab soil gas samples. The locations of the monitoring points
are depicted in the as-built drawings provided in Appendix C.

During installation of the VIMS in Building 1001, H&H conducted inspections during various
phases of construction to confirm the VIMS was installed in accordance with the VIMP.
Inspections were completed during the following phases:
• after installation of sub-slab horizontal collection piping system within the gravel base;
• following placement and sealing of the vapor barrier and prior to pouring the concrete
building slab; and
• after installation of vertical exhaust riser pipe and ventilator fan installations.

Based upon inspections completed during the VIMS installation activities, the VIMS was installed
in general accordance with the DEQ-approved VIMP. VIMS details and specifications, and a
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VIMS as-built drawing which depicts the VIMS layout are included in Appendix C. A
representative photographic log of the VIMS installation activities is provided in Appendix D.

2.2 VIMS Influence Testing
On March 25, 2021, H&H completed influence testing for Building 1001 to evaluate system
sub-slab communication and to confirm that adequate vacuum can be obtained should an active
depressurization system be needed in the future. DEQ considers 4 Pascals (Pa), or 0.016-inches
of water column (in-WC), differential pressure the minimum vacuum needed for an active
depressurization system to effectively treat potential structural vapor intrusion.

H&H connected standard electric radon-style fans, including the RadonAway RP-145 and RP-265
fans, to the vertical riser piping to model an active depressurization system. Differential pressure
measurements were collected at each vacuum monitoring point using a Dwyer series 475 Mark III
Digital manometer (capable of measuring to 0.001 in-WC or 0.25 Pa) to establish baseline
conditions prior to use of the electric fans. Following collection of baseline differential pressure
measurements, the electric fans were turned on and differential pressure measurements were
collected at each monitoring point over varied time intervals. Results of the influence tests
indicated sub-slab vacuum measured at the monitoring points ranged from 0.348 in-WC to 0.812
in-WC, which demonstrates adequate sub-slab system communication and that sufficient vacuum
can easily be achieved below the slab of each unit. The locations of the permanent monitoring
points (denoted by MP nomenclature) are shown on Sheet VM-2 (Appendix C). The pilot test
field form is included in Appendix E.

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3.0 Sub-Slab Soil Gas Assessment Activities

Following successful installation of the VIMS, H&H collected two sub-slab soil gas samples (SS-
1001-B and SS-1001-C) for laboratory analysis from Building 1001. The sub-slab assessment
activities were conducted in accordance with the DEQ-approved VIMP and DEQ Division of
Waste Management (DWM) Vapor Intrusion Guidance (Guidance) dated March 2018.

3.1 Sub-Slab Soil Gas Sampling
On May 20, 2021, H&H collected two sub-slab soil gas samples from permanent monitoring points
in Building 1001. The sampling was performed following VIMS installation activities and
approximately two weeks after installation of the siphon ventilator fans. The sub-slab soil gas
samples were collected from permanent monitoring point locations MP-1001-B (sample ID SS-
1001-B) and MP-1001-C (sample ID SS-1001-C), as shown on VM-2 (Appendix C). One
duplicate sub-slab soil gas sample (SS-1001-DUP) was collected for quality assurance/quality
control (QA/QC) purposes during the event. The duplicate sample was collected utilizing a
laboratory supplied stainless-steel sampling “T” which allows for the simultaneous collection of
two sub-slab soil gas samples from a single location. The duplicate sample was collected at the
MP-1001-B location.

To collect the sub-slab soil gas samples, Teflon sample tubing was secured to a 2-inch expandable
well cap with a sampling port that was secured onto the 2-inch diameter PVC monitoring point.
The tubing was connected to an airflow regulator and laboratory-supplied batch-certified 1-liter
stainless steel Summa canister. The air flow regulator was preset by the laboratory to collect a soil
gas sample at a flow rate no greater than approximately 100 milliliters per minute.

Prior to sample collection, H&H conducted a leak test at each monitoring point by placing a shroud
around the monitoring point, expandable well cap, and sampling train including the Summa
canister. The air within the shroud was flooded with helium gas and concentrations were measured
with a calibrated helium detector. Helium concentrations within the shroud were maintained at
approximately 20% to 22%. A GilAir vacuum pump was connected to the sample tubing outside
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of the shroud and used to purge a minimum of three volumes (monitoring point and sample train)
of soil gas into a Tedlar® bag at each sampling point. The helium gas detector was used to measure
helium concentrations within the Tedlar bag sample to confirm helium concentrations in the
sample were less than 10% of that measured within the shroud. Results of the helium leak checks
indicate that helium was not detected in the purge air which indicates short-circuiting at the
monitoring points or within the sampling train were not present. Soil gas sampling field forms
completed by sampling personnel are included in Appendix E.

Following a successful leak check, the air flow regulators were opened to allow collection of the
sub-slab soil gas samples. Vacuum in the Summa canisters was monitored during the sampling
event to confirm adequate sample volume was collected at each monitoring point location. Upon
completion of sample collection, the air flow regulator was closed to the Summa canister. The
canisters were labeled with the sample identification, beginning and ending times and pressure
measurements, and the requested analysis. The canisters were then placed in laboratory supplied
shipping containers and delivered to Waypoint Analytical Laboratories (Waypoint) under standard
chain of custody protocols for analysis of volatile organic compounds (VOCs) by EPA Method
TO-15.
3.2 Sub-Slab Soil Gas Sampling Results

The sub-slab soil gas sample analytical results are summarized in Table 1. The results were
compared to the DEQ DWM Residential Vapor Intrusion Sub-Slab and Exterior Soil Gas
Screening Levels (SGSLs) dated June 2021. The laboratory analytical report with chain of custody
record is provided as Appendix F.

The monitoring point soil gas sample analytical results indicate that acetone, 2-butanone (methyl
ethyl ketone), and tetrahydrofuran were detected at concentrations above laboratory method
detection limits in each sample, but below the DEQ DWM Residential Vapor Intrusion SGSLs.
No compounds were detected at concentrations above DEQ DWM Residential Vapor Intrusion
SGSLs in the Building 1001 sub-slab soil gas samples. Acetone and 2-butanone are two of the
main components in PVC primer, and tetrahydrofuran is one of the main components in PVC glue.
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PVC primer and glue are common construction materials used throughout construction of the
townhome units. Material safety data sheets for PVC glue and primer used during construction
are included as Appendix G.

The DEQ DWM Vapor Intrusion SGSLs are very conservative and based on a target carcinogenic
risk (TCR) for potential carcinogenic risks of 1 x 10-6 and a hazard quotient (HQ) of 0.2 for
potential non-carcinogenic risks. The DEQ and EPA acceptable risk level for potential
carcinogenic risks is a cumulative lifetime incremental cancer risk (LICR) of 1 x 10-4 or less and
the acceptable level for non-carcinogenic risks is a cumulative hazard index (HI) of 1 or less. The
HI is the sum of HQs for each target analyte.

Although no compounds were detected at concentrations exceeding the DEQ DWM Residential
Vapor Intrusion SGSLs in the Building 1001 sub-slab soil gas samples, H&H utilized the DEQ
Risk Calculator (June 2021) to confirm there are no potential vapor intrusion risks at unacceptable
levels. H&H modeled a worst-case scenario by using the highest concentrations of any compound
detected below Building 1001 on a residential use scenario to conservatively evaluate potential
vapor intrusion risks. The calculated cumulative LICR and HI values are provided in Table 1, and
a copy of the completed DEQ Risk Calculator is provided in Appendix G.

As shown in Table 1, results of the worst-case risk calculations indicate a calculated cumulative
LICR of zero and a HI value of 0.094. The LICR is zero because the constituents detected in soil
gas are not considered carcinogenic, and therefore do not contribute to potential cancer risk. The
calculated cumulative residential use LICR and HI values are orders of magnitude below the DEQ
and EPA acceptable levels. These risk calculator results confirm that compound concentrations
detected below the slab do not pose vapor intrusion risks at unacceptable levels within the
townhome units at Building 1001.

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4.0 Summary and Conclusions

Construction of townhome Building 1001 of the Old Pineville Townhomes development has been
completed at the Old Pineville Road Brownfields property (Brownfields Project No. 10061-06-
060) located at in Charlotte, North Carolina. The Old Pineville Townhomes project includes
construction of 14 additional buildings at the Site, and separate reports will be submitted to
document installation of the VIMS in the other buildings.

During construction of Building 1001, H&H conducted VIMS installation inspections to confirm
the system was installed as designed and completed post-installation sub-slab soil gas sampling
activities to evaluate efficacy of the system. The VIMS installation inspections and post-
installation sampling activities were completed in general accordance with the DEQ-approved
VIMP. A brief summary of the VIMS installation and post-installation soil gas assessment
activities is provided below.

VIMS Installation
VIMS installation has been completed for Building 1001 and consists of a passive sub-slab
depressurization system with vertical extraction piping to the roof and enhanced with siphon
ventilators installed above the building roofline. During installation of the VIMS, H&H personnel,
under direction of a North Carolina licensed Professional Engineer, conducted inspections during
each stage of installation. Results of the installation inspections indicate that the VIMS was
successfully installed in general accordance with the DEQ-approved VIMP. Influence testing for
Building 1001 confirmed efficient sub-slab VIMS communication and that adequate vacuum can
be obtained should an active depressurization system be warranted in the future.

Sub-Slab Soil Gas Assessment
Following installation of the VIMS and completion of interior construction activities, H&H
collected two sub-slab soil gas samples from Building 1001 to evaluate potential vapor intrusion
risks. Laboratory analytical results of the sub-slab soil gas samples indicate that no compounds
were detected at concentrations above the DEQ DWM Residential Vapor Intrusion SGSLs. H&H
utilized the DEQ Risk Calculator (June 2021) to calculate the cumulative carcinogenic and non-
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carcinogenic risks under a hypothetical worst-case residential-use scenario by utilizing the highest
concentration of each compound detected in the Building 1001 sub-slab soil gas samples. The
hypothetical worst-case non-residential use risk calculator results indicate a calculated cumulative
LICR of zero and a HI value of 0.094. These risk calculator results confirm that compound
concentrations detected below the building slab do not pose vapor intrusion risks at unacceptable
levels within the townhome units at Building 1001.

Based on the VIMS installation inspections, influence testing, and post-installation sub-slab soil
gas sampling results, the VIMS is effectively mitigating potential vapor intrusion risks at the Site.
The sub-slab soil gas to indoor air risk calculator results confirm that risks are below acceptable
levels. In accordance with the DEQ-approved VIMP, two post-construction sub-slab soil gas
sampling events will be completed on an annual basis.

Table 1Summary of Sub-Slab Soil Gas Analytical DataOld Pineville RoadOld Pineville Townhomes - Building 1001Charlotte, North CarolinaBrownfields Project No. 10061-06-060H&H Job No. NVR-010Building NumberSample IDSS-1001-CDate5/21/2021UnitsVOCs (TO-15)Acetone987792752220,0002-Butanone (MEK)8,2505,8706,12035,0001,1-Dichloroethylene<17.4<17.4<17.41,400Cis-1,2-Dichloroethylene<4.51<4.51<4.51NETrans-1,2-Dichloroethylene<3.18<3.18<3.18280Tetrachloroethylene<14.1<14.1<14.1280Tetrahydrofuran3,1401,9101,90014,000Trichloroethylene<5.98<5.98<5.9814Vinyl chloride<2.62<2.62<2.625.6DEQ Cumulative Risk Calculator(2)Acceptable Risk LevelsLICR (residential use worst-case)<1 x 10-4Non-Carcinogenic HI (residential use worst-case)<1.0Notes:1) NC Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Vapor Intrusion Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) dated June 2021 and based upon TCR = 1 x 10-6 and THQ = 0.2.2) NC DEQ DWM Cumulative Risk Calculator dated June 2021.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, and select chlorinated solvents, are shown in the table above.Laboratory analytical method shown in parentheses.Bold indicates compound concentration exceeds Residential SGSLs.VOCs = Volatile Organic Compounds; NE = Not Established.LICR = Lifetime Incremental Cancer Risk; HI = Hazard Index.Cumulative LICR and HI calculated using the residential worst-case scenario for each building and compared to DEQ and EPA acceptable carcinogenic and non carcinogenic risk levels.J = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration.0.00.094µg/m3Building 1001ResidentialSGSLs (1)5/21/2021SS-1001-B / SS-1001-DUPhttps://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/NVR, Inc/NVR-010 OPR/Bldg Completion Reports/Building 1001/Tables/1001_Data Tables10/4/2021Table 1 (Page 1 of 1)Hart & Hickman, PC
SITE LOCATION MAP
OLD PINEVILLE HOMES
4928 OLD PINEVILLE ROAD
CHARLOTTE, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
6-18-2021 0
1NVR-010
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP7.5 MINUTE SERIES (TOPOGRAPHIC)
2923 S. Tryon Street, Suite 100Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
CHARLOTTE WEST, NORTH CAROLINA 1996
SITE
REVISION NO. 0
JOB NO. NVR-010
DATE: 6-21-21
FIGURE NO. 2
OLD PINEVILLE ROAD4928 OLD PINEVILLE ROAD
CHARLOTTE, NORTH CAROLINA
SITE MAP
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
LEGEND
SITE PROPERTY BOUNDARY
PARCEL BOUNDARY
PROPOSED BUILDING FOOTPRINT
UNIT NUMBERF
F
F
F
F
F
F
F
F
F
F
F
F
F
H G E D C B A
H G E D C B A
H G E D C B A
H G E D C B A H G E D C B A
H G E D C B A
H G E D C B A
H G E D C B A
A
B
C
A
B
C
D
A
B
C
D
E
G
A B C D E G
A B C D E G
A B C D E G
A B C D E G
ANSTON DRIVE
TODDWICK PLA
C
EBIRCHAM DRIVETHORNDALE LANESCHLOTZ ROAD OLD PINEVILLE ROADNOTES:
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURGCOUNTY GIS (2021).
2. DEVELOPMENT PLAN BASED ON SITE PLAN PROVIDED BYBOHLER ENGINEERING (STAMPED 12/24/19).
BUILDING 1001
BUILDING 1002
BUILDING 1003BUILDING 1007
BUILDING 1011
BUILDING 1006
BUILDING 1005
BUILDING 1004
BUILDING 1008
BUILDING 1009
BUILDING 1010
BUILDING 1015
BUILDING 1014
BUILDING 1013
BUILDING 1012
M:\AAA_DRAFTING\NVR\NVR-010-Old Pineville Road\Site Plan.dwg, FIG 2, 6/21/2021 11:19:59 AM, SVincent

Appendix A
Historical Data Summary Tables and Sample Location Maps

Table A-1 Summary of Soil and Sediment Analytical Data Old Pineville RoadBPN 10061-06-060Charlotte, North Carolina H&H Job No. NVR-010SB-1SB-2SB-3SB-4SB-5TW-1TW-2TW-3TW-4 OUTFALL BG-1BG-2Depth (ft bgs)0.5-20.5-20.5-20.5-20.5-20.5-20.5-20.5-40.5-4 Sediment 0.5-23-5Date1/29/2007 1/30/2007 1/30/2007 1/30/2007 1/30/2007 1/30/2007 1/30/2007 1/30/2007 1/30/2007 1/29/2007 1/30/2007 1/30/2007RangeRangeMeanVOCs (8260B) mg/kgAcetone0.1400.3300.00230.074<0.00220.3300.0530.1200.0310.057NANA12,000140,000------Methyl Ethyl Ketone (2-Butanone)<0.026<0.024<0.019<0.023<0.0220.031<0.026<0.020<0.023<0.019NANA5,50040,000p-Isopropyltoluene<0.0190.0054<0.014<0.017 <0.0017 <0.018<0.019<0.015<0.017<0.014NANANENE------Toluene<0.00650.0082<0.0046 <0.0058 <0.0055 <0.0061 <0.0064 <0.0051 <0.0058 <0.0047NANA0.874.0------SVOCs (8270D) mg/kg----Fluoranthene<0.110<0.430<0.420<0.420<0.450<1.800<0.430<0.420<0.4500.670 JNANA4806,000--Pyrene<0.940<0.430<0.420<0.420<0.450<1.800<0.430<0.420<0.4500.940 JNANA3604,500--Metals (6010/7470) mg/kgArsenic4.86.65.24.75.25.54.87.84.72.3119.10.683.09.1 - 111.0 - 184.8Barium110664072691103215062100100673,10047,00067 - 100 50 - 1,000356Cadmium0.65 J1.11.10.86 J0.80 J0.92 J111.10.36 J2.81.9142001.9 -2.81.0 - 10*4.3Chromium (total)354560443841524936226049----49 - 607.0 - 30065Hexavalent ChromiumNANANANANANANANANANANANA0.316.5NANSNSTrivalent ChromiumNANANANANANANANANANANANA23,000350,000NANSNSLead385.212111156291423.061.0181240080012 - 18ND - 5016Mercury0.110.0910.180.150.220.110.120.0820.230.0660.280.0572.39.70.057 - 0.28 0.03 - 0.520.121Selenium<2.1<2.0<1.9<1.9<2.0<2.0<1.9<1.9<2.0<1.7<2.0<2.0781,200ND - 2.0 <0.1 - 0.80.42Silver<1.0<0.98<0.96<0.95<1.0<1.0<0.97<0.94<1.0<0.86<1.0<0.98781,200ND - 1.0ND - 5.0NSNotes:1) North Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) (May 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 soils.Soil concentrations are reported in milligrams per kilogram (mg/kg).Compound concentrations are reported to the laboratory method detection limits.Aside from metals, only those compounds detected in at least one sample are shown above.Laboratory analytical methods are shown in parentheses.VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; ft bgs= feet below ground surfaceBRL = below laboratory reporting limit; NE = Not Established; ND = Non Detect; NS= Not Specified; NA = Not Analyzed; -- = Not ApplicableJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration. Soil and sediment samples collected by ECS during Phase II ESA activities. Sample IDSample LocationPhase II ESA (ECS - 2007)StainDrainage DitchDrainage Ditch Stain BuildlingResidential PSRGs (1)Industrial/ Commercial PSRGs (1)Site-specific Background Metals in SoilRegional Background Metals in Soil (2)BackgroundBuildingDowngradientUpgradientSouthern BoundarySediment at Scholtz Road OutfallS:\AAA-Master Projects\Boulevard Realty Estate Advisors (BOU)\BOU-012 4928 Old Pineville Rd\EMP\4928 Old Pineville Road EMP Data Tables11/6/2019Table 1 (Page 1 of 1)Hart & Hickman, PC
Table A-2 Summary of Groundwater Analytical Data Old Pineville Road Charlotte, North Carolina Brownfields Property No. 10061-06-060 H&H Job No. NVR-010Sample IDTW-1TW-2TW-3TW-4Date1/31/20071/31/20071/31/20071/31/2007Sample LocationUpgradient at Drainage DitchCross/Downgradient DowngradientDowngradient at BuildingUnitsVOCs (8260B/6200B/602)Trichlorofluoromethane<2.0 <2.0 <2.09.72,000NE NESVOCs (8270D/625)ALL BRLALL BRLALL BRLALL BRL------PCBs (8082)ALL BRLALL BRLALL BRLALL BRL------Metals (6010B/7470A)Arsenic<0.010 <0.010 <0.0010 <0.01010-- --Barium0.032 0.068 0.029 0.12700-- --Cadmium<0.0010 <0.0010 <0.0010 <0.00102-- --Chromium (total)0.0038 J 0.0030 J<0.00500.0039 J10-- --Lead0.0033 J 0.0026 J 0.0032 0.0041 J15-- --Mercury<0.0002 <0.0002 <0.0002 <0.00021-- --Selenium<0.020 <0.020 <0.020 <0.02020-- --Silver<0.0050 <0.0050 <0.0050 <0.005020-- --Notes:1) North Carolina Department of Environmental Quality (DEQ) 15A North Carolina Administrative Code 02L.0202 Groundwater Quality Standard (2L Standard) revised February 2018.2) DEQ Division of Waste Management (DWM) Vapor Intrusion Groundwater Screening Levels (GWSLs) (Februrary 2018)Compound concentrations are reported in micrograms per liter (μg/L).Compound concentrations are reported to the laboratory method detection limits.Aside from metals, only those compounds detected in at least one sample are shown above.Laboratory analytical methods are shown in parenthesesVOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; PCBs = polychlorinated biphenylsNE = Not Established; -- = Not Applicable; BRL = below reporting limitJ = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in an estimated concentration.Groundwater samples collected by ECS during Phase II ESA activities. µg/L2L Groundwater Standard (1)Residential Vapor Intrusion GWSLs (2) Non-Residential Vapor Intrusion GWSLs (2)S:\AAA-Master Projects\Boulevard Realty Estate Advisors (BOU)\BOU-012 4928 Old Pineville Rd\EMP\4928 Old Pineville Road EMP Data Tables11/6/2019Table 3 (Page 1 of 1)Hart & Hickman, PC
REVISION NO. 0
JOB NO. NVR-010
DATE: 11-7-19
FIGURE NO. A-1
OLD PINEVILLE ROAD
4928 OLD PINEVILLE ROAD
CHARLOTTE, NORTH CAROLINA
SAMPLE LOCATION MAP
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
DRAINAGE DITCH
LYNX LIGHT RAIL
HISTORICAL SOIL BORING
HISTORICAL TEMPORARYGROUNDWATER MONITORING WELL
HISTORICAL SURFACE WATERSAMPLE LOCATION
HISTORICAL SEDIMENT SAMPLELOCATION
SB-1
SB-2
BG
SW-2
SW-1
TW-3
TW-4
TW-1
TW-2
SB-4
SB-3
SB-6
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 GeologyOLD PINEVILLE ROADSCHOLTZ ROAD
NOTES:
1. HISTORICAL SOIL, GROUNDWATER, SEDIMENT, ANDSURFACE WATER SAMPLES WERE COLLECTED BYECS DURING PHASE II ESA ACTIVITES ON JANUARY29-31, 2007.
FORMER METAL WAREHOUSE
OUTFALL
S:\AAA-Master Projects\NVR, Inc\NVR-010 OPR\Figures\Site and Surround Map_R1.dwg, 9/2/2020 9:29:31 AM, amckenzie

Appendix B
Product Specifications

PRODUCT PART #
VaporBlock® Plus™ 20 ................................................................ VBP20
UNDER-SLAB VAPOR / GAS BARRIER
Under-Slab Vapor/Gas Retarder
© 2018 RAVEN INDUSTRIES INC. All rights reserved.
VAPORBLOCK® PLUS™VBP20
PRODUCT DESCRIPTION
VaporBlock® Plus™ is a seven-layer co-extruded barrier
made using high quality virgin-grade polyethylene and
EVOH resins to provide unmatched impact strength as well
as superior resistance to gas and moisture transmission.
VaporBlock® Plus™ 20 is more than 100 times less permeable
than typical high-performance polyethylene vapor retarders
against Methane, Radon, and other harmful VOCs. Tested and
verified for unsurpassed protection against BTEX, HS, TCE, PCE,
methane, radon, other toxic chemicals and odors.
VaporBlock® Plus™ 20 multi-layer gas barrier is manufactured
with the latest EVOH barrier technology to mitigate hazardous
vapor intrusion from damaging indoor air quality, and the safety
and health of building occupants. VBP20 is one of the most
effective underslab gas barriers in the building industry today
far exceeding ASTM E-1745 (Plastic Water Vapor Retarders
Used in Contact with Soil or Granular Fill Under Concrete Slabs)
Class A, B and C requirements. Available in a 20 (Class A) mil
thicknesses designed to meet the most stringent requirements.
VaporBlock® Plus™ 20 is produced within the strict guidelines
of our ISO 9001 Certified Management System.
PRODUCT USE
VaporBlock® Plus™ 20 resists gas and moisture migration
into the building envelop when properly installed to provide
protection from toxic/harmful chemicals. It can be installed as
part of a passive or active control system extending across the
entire building including floors, walls and crawl spaces. When
installed as a passive system it is recommended to also include
a ventilated system with sump(s) that could be converted to an
active control system with properly designed ventilation fans.
VaporBlock® Plus™ 20 works to protect your flooring and
other moisture-sensitive furnishings in the building’s interior
from moisture and water vapor migration, greatly reducing
condensation, mold and degradation.
SIZE & PACKAGING
VaporBlock® Plus™ 20 is available in 10’ x 150’ rolls to
maximize coverage. All rolls are folded on heavy-duty cores
for ease in handling and installation. Other custom sizes
with factory welded seams are available based on minimum
volume requirements. Installation instructions and ASTM E-1745
classifications accompany each roll.
APPLICATIONS
Radon Barrier
Methane Barrier
VOC Barrier
Brownfields Barrier
Vapor Intrusion Barrier
Under-Slab Vapor Retarder
Foundation Wall Vapor Retarder
VaporBlock® Plus™ is a seven-layer co-extruded barrier made using high quality virgin-grade polyethylene and EVOH resins to provide unmatched impact strength as well as superior resistance to gas and moisture transmission.
VaporBlock® Plus™ Placement
All instructions on architectural or structural drawings should be reviewed and followed.
Detailed installation instructions accompany each roll of VaporBlock® Plus™ and can also be located at www.ravenefd.com.
ASTM E-1643 also provides general installation information for vapor retarders.
VAPORBLOCK® PLUS™ 20
PROPERTIES TEST METHOD IMPERIAL METRIC
APPEARANCE White/Gold
THICKNESS, NOMINAL 20 mil 0.51 mm
WEIGHT 102 lbs/MSF 498 g/m²
CLASSIFICATION ASTM E 1745 CLASS A, B & C
³ TENSILE STRENGTH
ASTM E 154Section 9(D-882)58 lbf 102 N
IMPACT RESISTANCE ASTM D 1709 2600 g
PERMEANCE (NEW MATERIAL)
ASTM E 154Section 7ASTM E 96Procedure B
0.0098 Perms
grains/(ft²·hr·in·Hg)
0.0064 Perms
g/(24hr·m²·mm Hg)
PERMEANCE (AFTER CONDITIONING)
(SAME MEASUREMENT AS ABOVE PERMEANCE)
ASTM E 154Section 8, E96Section 11, E96Section 12, E96Section 13, E96
0.00790.00790.00970.0113
0.00520.00520.00640.0074
WVTR ASTM E 96Procedure B 0.0040 grains/hr-ft²0.0028 gm/hr-m²
BENZENE PERMEANCE See Note ࢜ 1.13 x 10-࢙࢘P࢖VHFRU x 10-¹³ m/s
TOLUENE PERMEANCE See Note ࢜ 1.57 x 10-࢙࢘P࢖VHFRU x 10-¹³ m/s
ETHYLBENZENE PERMEANCE See Note ࢜ 1.23 x 10-࢙࢘P࢖VHFRU x 10-࢚࢘ m/s
M & P-XYLENES PERMEANCE See Note ࢜ 1.17 x 10-࢙࢘P࢖VHFRU x 10-࢚࢘ m/s
O-XYLENE PERMEANCE See Note ࢜ 1.10 x 10-࢙࢘P࢖VHFRU x 10-࢚࢘ m/s
HYDROGEN SULFIDE See Note 9 1.92E-࢙࢟ m/s
TRICHLOROETHYLENE (TCE) See Note ࢜ 7.66 x 10-¹¹ m²/sec or 1.05 x 10-࢚࢘ m/s
PERCHLOROETHYLENE (PCE)See Note ࢜ 7.22 x 10-¹¹ m²/sec or 1.04 x 10-࢚࢘ m/s
RADON DIFFUSION COEFFIECIENT K124/02/95 < 1.1 x 10-13 m2/s
METHANE PERMEANCE ASTM D 1434 3.68E-¹² m/sGas Transmission Rate (GTR):0.32 mL/m²•day•atm
MAXIMUM STATIC USE TEMPERATURE 180° F 82° C
MINIMUM STATIC USE TEMPERATURE - 70° F - 57° C
UNDER-SLAB VAPOR / GAS BARRIER
VAPORBLOCK® PLUS™VBP20
© 2018 RAVEN INDUSTRIES INC. All rights reserved.
Scan QR Code to download current technical data sheets via the Raven website.
Note: To the best of our knowledge, unless otherwise stated, these are typical property values and are intended as guides only, not as specification limits. Chemical resistance, odor transmission, longevity as well as other performance criteria is not implied or given and actual testing must be performed for applicability in specific applications and/or conditions. RAVEN INDUSTRIES MAKES NO WARRANTIES AS TO THE FITNESS FOR A SPECIFIC USE OR MERCHANTABILITY OF PRODUCTS REFERRED TO, no guarantee of satisfactory results from reliance upon contained information or recommendations and disclaims all liability for resulting loss or damage. Limited Warranty available at www.RavenEFD.com
061318 EFD 1125
RAVEN ENGINEERED FILMSP.O. Box 5107 Sioux Falls, SD 57117-5107Ph: [phone] • TF: [phone] [e-mail]
³ Tests are an average of machine and transverse directions.5 Raven Industries performs seam testing at 20” per minute.6 Aqueous Phase Film Permeance. Permeation of Volatile Organic Compounds through EVOH Thin Film Membranes and Coextruded LLDPE/EVOH/
LLDPE Geomembranes, McWatters and Rowe, Journal of Geotechnical and Geoenvironmental Engineering© ASCE/
September 2015. (Permeation is the Permeation Coefficient adjusted to actual film thickness - calculated at 1 kg/m³.)
The study used to determine PCE and TCE is titled: Evaluation of diffusion of PCE & TCE through high performance geomembranes by Di
Battista and Rowe, Queens University 8 Feb 2018.9 The study used to determine diffusion coefficients is titled: Hydrogen Sulfide (HࢧS) Transport through Simulated Interim Covers with Conventional and Co-Extruded Ethylene-Vinyl Alcohol (EVOH) Geomembranes.
INSTALLATION GUIDELINES - With VaporSeal™ Tape
VaporSeal™
4” Tape
Optional Butyl Seal
2-Sided Tape
Gas Barrier Applications
Elements of a moisture/gas-resistant floor system. General illustration only.(Note: This example shows multiple options for waterstop placement.
VaporSeal™ 4” Tape
Fig. 2: VaporBlock® Plus™ Overlap Joint Sealing Methods
Fig. 1: VaporBlock® Plus™ Overlapping Roll-out Method
Please Note: Read these instructions thoroughly before installation to ensure proper use of VaporBlock® Plus™. ASTM E 1465, ASTM E 2121 and, ASTM E 1643 also provide valuable information regarding the installation of vapor / gas barriers. When installing this product, contractors shall conform to all applicable local, state and federal regulations and laws pertaining to residential and commercial building construction.
• When VaporBlock® Plus™ gas barrier is used as part of an active control system for radon or other gas, a ventilation system will be required.
• If designed as a passive system, it is recommended to install a ventilation system that could be converted to an active system if needed.
Materials List:
VaporBlock® Plus™ Vapor / Gas Barrier
VaporSeal™* 4” Seaming Tape
VaporSeal™* 12” Seaming/Repair Tape
Butyl Seal 2-Sided Tape
VaporBoot Plus Pipe Boots 12/Box (recommended)
VaporBoot Tape (optional)
POUR-N-SEAL™ (optional)
1” Foam Weather Stripping (optional)
Mako® Screed Supports (optional)
VAPORBLOCK® PLUS™ PLACEMENT
1.1. Level and tamp or roll granular base as specified. A base for a gas-
reduction system may require a 4” to 6” gas permeable layer of clean
coarse aggregate as specified by your architectural or structural
drawings after installation of the recommended gas collection system.
In this situation, a cushion layer consisting of a non-woven geotextile
fabric placed directly under VaporBlock® Plus™ will help protect the
barrier from damage due to possible sharp coarse aggregate.
1.2. Unroll VaporBlock® Plus™ running the longest dimension parallel with the direction of the pour and pull open all folds to full width. (Fig. 1)
1.3. Lap VaporBlock® Plus™ over the footings and seal with Raven Butyl Seal tape at the footing-wall connection. Prime concrete surfaces, when necessary, and assure they are dry and clean prior to applying Raven Butyl Seal Tape. Apply even and firm pressure with a rubber roller. Overlap joints a minimum of 6” and seal overlap with 4” VaporSeal™ Tape. When used as a gas barrier, overlap joints a minimum of 12” and seal in-between overlap with an optional 2-sided Raven Butyl Seal Tape. Then seal with 4” VaporSeal™ Tape centered on the overlap seam. (Fig. 2)
Page 1 of 4 7RSRULJLQDOGLDJUDPDQG¿JXUHZHUHUHSULQWHGZLWKSHUPLVVLRQE\WKH3RUWODQG&HPHQW$VVRFLDWLRQ5HIHUHQFH.DQDUH+RZDUG0&RQFUHWH)ORRUVDQG0RLVWXUH(%3RUWODQG&HPHQW$VVRFLDWLRQ6NRNLH,OOLQRLVDQG1DWLRQDO5HDG\0L[HG&RQFUHWH$VVRFLDWLRQ6LOYHU6SULQJ0DU\ODQG86$SDJHV
1.4. Seal around all plumbing, conduit, support columns or other
penetrations that come through the VaporBlock® Plus™ membrane.
1.4a. Method 1: Pipes four inches or smaller can be sealed with Raven VaporBoot Plus preformed pipe boots. VaporBoot Plus preformed pipe boots are formed in steps for 1”, 2”, 3” and 4” PVC pipe or IPS size and are sold in units of 12 per box (Fig. 3 & 5).
Pipe boots may also be fabricated from excess VaporBlock® Plus™ membrane (Fig. 4 & 6) and sealed with VaporBoot Tape or VaporSeal™ Tape (sold separately).
1.4b. Method 2: To fabricate pipe boots from VaporBlock® Plus™ excess material (see Fig. 4 & 6 for A-F):
A) Cut a square large enough to overlap 12” in all directions.
B) Mark where to cut opening on the center of the square and cut four to eight slices about 3/8” less than the diameter of the pipe.
C) Force the square over the pipe leaving the tightly stretched cut area around the bottom of the pipe with approximately a 1/2” of the boot material running vertically up the pipe. (no more than a 1/2” of
stretched boot material is recommended)
D) Once boot is positioned, seal the perimeter to the membrane by applying 2-sided Raven Butyl Seal Tape in between the two layers. Secure boot down firmly over the membrane taking care not to have any large folds or creases.
E) Use VaporBoot Tape or VaporSeal™ Tape to secure the boot to the
pipe.
VaporBoot Tape (option) – fold tape in half lengthwise, remove half
of the release liner and wrap around the pipe allowing 1” extra for
overlap sealing. Peel off the second half of the release liner and
work the tape outward gradually forming a complete seal.
VaporSeal™ Tape (option) - Tape completely around pipe overlapping the VaporBlock® Plus™ square to create a tight seal against the pipe.
F) Complete the process by taping over the boot perimeter edge with VaporSeal™ Tape to create a monolithic membrane between the surface of the slab and gas/moisture sources below and at the slab perimeter. (Fig. 4 & 6)
Preformed Pipe Boot Square Material Pipe Boot
Fig. 3
SINGLE PENETRATION PIPE BOOT INSTALLATION
Fig. 5 Fig. 6
1. Cut a square of VaporBlock® Plus™ barrier to extend at least 12” from the pipe in all directions.
2. Cut four to eight slices about 3/8” less than the diameter of the pipe.
5. Use Raven VaporBoot or
VaporSeal™ Tape and
overlap 1” at the seam.
4. Tape over the boot perimeter edge with VaporSeal™ Tape.
1. Cut out one of the
preformed boot steps
(1” to 4”).
2. Tape the underside boot
perimeter with 2-sided
Butyl Seal Tape.
3. Force the boot over pipe and press tape firmly in place.
4. Use VaporSeal™ Tape
to secure boot to the pipe.
5. Tape around entire boot edge with VaporSeal™ Tape.
VaporBoot Flexible Tapeor VaporSeal™ 4” TapeVaporSeal™ 4” Tape
VaporBlock® Plus™Material
9DSRU6HDOΫ7DSH
5DYHQ%XW\O6HDO6LGHG7DSH 5DYHQ%XW\O6HDO6LGHG7DSH
9DSRU%RRW3OXV3UHIRUPHG%RRW 12”(minimum)
3. Force over pipe and tape the underside boot perimeter to existing barrier with 2-sided Butyl Seal Tape.
Fig. 4
Page 2 of 4 2ULJLQDO¿JXUHGLDJUDPLVUHSULQWHGZLWKSHUPLVVLRQE\WKH3RUWODQG&HPHQW$VVRFLDWLRQ5HIHUHQFH.DQDUH+RZDUG0&RQFUHWH)ORRUVDQG0RLVWXUH(%3RUWODQG&HPHQW$VVRFLDWLRQ6NRNLH,OOLQRLVDQG1DWLRQDO5HDG\0L[HG&RQFUHWH$VVRFLDWLRQ6LOYHU6SULQJ0DU\ODQG86$SDJHVMethod 1
Method 2
VaporSeal™4” Tape VaporBoot PlusPerformed Boot
Raven Butyl Seal 2-sided Tape Raven Butyl Seal 2-sided Tape
1.5. Sealing side-by-side multiple penetrations (option 1);
A) Cut a patch large enough to overlap 12” in all directions (Fig. 7)
of penetrations.
B) Mark where to cut openings and cut four to eight slices about
3/8” less than the diameter of the penetration for each.
C) Force patch material over penetration to achieve a tight fit and
form a lip.
D) Once patch is positioned, seal the perimeter to the membrane
by applying 2-sided Raven Butyl Seal Tape in-between the two
layers. (Fig. 8)
E) After applying Raven Butyl Seal Tape between the patch and
membrane, tape around each of the penetrations and the patch
with VaporSeal™ 4” tape. (Fig. 9) For additional protection apply
POUR-N-SEAL™ or an acceptable polyurethane elastomeric
sealant around the penetrations. (Fig. 10)
Fig. 7 Fig. 8
Fig. 9 Fig. 10
MULTIPLE PENETRATION PIPE BOOT INSTALLATION
Fig. 6
Cut a patch large enough to overlap 12” in all directions and slide over penetrations (Make openings as tight as possible.)
Once the overlay patch is positioned, seal the perimeter to the membrane by applying 2-sided Raven Butyl Seal Tape in-between the two layers.
After applying Raven Butyl Seal Tapebetween the patch and membrane, tape around the perimeter of the penetration and the patch with VaporSeal™ 4” Tape.
For additional protection apply POUR-N-SEAL™ or an acceptable polyurethane elastomeric sealant around the penetrations.
VaporSeal™ 4” Tape VaporSeal™ 4” Tape
Page 3 of 4
Option 1
Raven Butyl Seal 2-sided Tape
1.6. POUR-N-SEAL™ method of sealing side-by-side multiple penetrations (option 2);
A) Install the vapor barrier as closely as possible to pipe penetrations to minimize the amount of POUR-N-SEAL™ necessary to seal around all penetrations.
B) Once barrier is in place, remove soil or other particles with a dry cloth or a fine broom to allow for improved adhesion to the POUR-N-SEAL™ liquid.
C) Create a dam around the penetration area approximately 2” away
from the pipe or other vertical penetrations by removing the release
liner from the back of a 1” weather stripping foam and adhere to the
vapor barrier. Form a complete circle to contain the POUR-N-SEAL™
materials (Fig. 11).
D) Once mixed, pour contents around the pipe penetrations. If needed, a brush or a flat wooden stick can be used to direct the sealant completely around penetrations creating a complete seal (Fig. 12-13).
E) DO NOT leave excess POUR-N-SEAL™ in plastic container for longer than the time it takes to pour sealant.
Fig. 12 Fig. 13
Fig. 11
Option 2
VAPORBLOCK® PLUS™ REPAIR INSTRUCTIONS
1.7. Proper installation requires all holes and openings are repaired prior
to placing concrete. When patching small holes, simply cut a 12” long
piece of 12” wide VaporSeal™ tape. Remove release liner and center
over the opening. Apply pressure to create a seal (Fig. 14-15).
1.8. When installing VaporBlock® Plus™ around pipe penetrations,
vertical columns, electrical ducts and other obstructions, you will
find it necessary to cut it to the nearest outside edge. This cut can
be easily sealed with 12” wide VaporSeal™ tape, by simply centering
it over the cut, 6” on either side. Once the tape is placed correctly,
apply pressure to assure a complete seal (Fig. 16).
Reminder Note: All holes or penetrations through the membrane will need
to be patched with 12” VaporSeal™ Tape.
Fig. 14
Page 4 of 5
Fig. 15
2.1. When installing reinforcing steel and utilities, in addition to the
placement of concrete, take precaution to protect VaporBlock®
Plus™. Carelessness during installation can damage the most
puncture–resistant membrane. Sheets of plywood cushioned with
geotextile fabric temporarily placed on VaporBlock® Plus™ provide
for additional protection in high traffic areas including concrete
buggies.
2.2. Use only brick-type or chair-type reinforcing bar supports to protect
VaporBlock® Plus™ from puncture.
2.3. Avoid driving stakes through VaporBlock® Plus™. If this cannot be
avoided, each individual hole must be repaired per section 1.7.
2.4. To avoid penetrating VaporBlock® Plus™ when installing screed
supports, utilize non-penetrating support, such as the Mako®
Screed Support System (Fig. 17). Avoid driving stakes through
VaporBlock® Plus™. If this cannot be avoided, each individual hole
must be repaired per figures 14-15.
2.5. If a cushion or blotter layer is required in the design between
VaporBlock® Plus™ and the slab, additional care should be given if
sharp crushed rock is used. Washed rock will provide less chance of
damage during placement. Care must be taken to protect blotter layer
from precipitation before concrete is placed.
VaporBlock® Plus™ Gas & Moisture Barrier can be identified on site
as gold/white in color printed in black ink with following logo and
classification listing (Fig. 18)
Page 5 of 5
VaporBlock® Plus™
Gas & Moisture Barrier
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
ENGINEERED FILMSP.O. Box 5107 Sioux Falls, SD 57117-5107Ph: [phone] • TF: [phone]
[e-mail]
020316 EFD 1127
VAPORBLOCK® PLUS™ PROTECTION
Fig. 16
Fig. 18
Fig. 17
* Patent Pending
© Raven 2016. All Rights Reserved.

Appendix C
VIMS As-Built Drawings

VIMS VAPOR LINER AND BASE COURSE (TYP)1
BASE COURSE - CLEAN #57 STONEMIN 4" THICK BENEATH VIMS VAPOR LINER
VAPOR LINER (SEE SPECIFICATION #1)
CONCRETE FLOOR SLAB
SUBBASE
NTSVM1
SECTION THROUGH TURNED DOWN SLAB AT DRIVEWAY4
NTSVM1
VAPOR LINER SEALED TO CONCRETE PERMANUFACTURER INSTRUCTIONS.
GARAGE
DRIVEWAY
STUD WALL OR EXTERNAL WALL(NOT PRESENT IN ALL LOCATIONS)
BASE COURSE(SEE SPECIFICATION #1)
VIMS SLOTTED COLLECTION PIPE (TYP)2
3" SCH 40 THREADED FLUSH JOINTSLOTTED PVC PIPE (0.020" SLOT WIDTH,1/8" SLOT SPACING) SET WITHIN MIN 5" BASE COURSEWITH MIN 1" BASE COURSE BENEATH AND ABOVESLOTTED PVC PIPE (SEE SPECIFICATION #1)
VAPOR LINER (SEE SPECIFICATION #1)
SUBBASE
NTSVM1
CONCRETE FLOOR SLAB
SUBBASE OLD PINEVILLE ROAD AND SHOLTZ ROADCHARLOTTE, NORTH CAROLINABROWNFIELDS PROJECT NO. 10061-06-060OLD PINEVILLE TOWNHOMESRYAN HOMES, AN NVR,INC COMPANY
10710 SIKES PLACESUITE 200CHARLOTTE, NORTHCAROLINA 28277
VAPOR MITIGATIONPLAN PREPARED BY
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
PROFESSIONAL APPROVAL / SEAL
H&H NO. NVR-010
VAPORINTRUSIONMITIGATIONSYSTEM PLAN
SECTIONDETAILS
OCTOBER 4, 2021
VM-1
3" SCH 40 PVC RISER
10/04/21
ELECTRICAL JUNCTION BOX FOR FUTURE VACUUMFAN IN ENCLOSED ATTIC (SEE SPECIFICATION #8)
SECTION THROUGH TENANT SEPARATION BLOCK WALL WITH PIPE
NTSVM1
BASE COURSE(SEE SPECIFICATION #1)
VAPOR LINER SEALED TO CONCRETE PERMANUFACTURER INSTRUCTIONS
SUBBASE
5
SINGLE OR DOUBLE STUDSEPARATION WALL
OPEN ENDED SCH 40 SLOTTED PVC
VIMS SIPHON VENTILATOR EXHAUST (TYPICAL)9 NTSVM1
3" TO 4" HEAVY DUTY NO HUBCOUPLING
RISER DUCT PIPETHROUGH ROOF
FLASHING
ROOFTOP
COMPACTED FILLBELOW DRIVEWAY
VAPOR LINER EXTENDSTO OUTSIDE OF FOOTER,WHERE POSSIBLE
CONCRETE FOOTER
FULLY GROUTEDCMU BLOCK WALL
VIMS RISER AT VERTICAL SLAB PENETRATION7
VM1 NTS
BRICK OR HOUSE SIDINGEXTERNAL WALL (NOTPRESENT AT ALL LOCATIONS)
STUD WALL BASE COARSE(SEE SPECIFICATION #1)
VAPOR LINER SEALED TO PIPE ANDCONCRETE PER MANUFACTURERINSTRUCTIONS.
SUBBASE
FLOOR SYSTEM SEE FRAMING PLANS
RUN RISER PIPE TOROOF (SEE DETAIL #9)
INSIDE (OCCUPIED SPACE)
OUTSIDE/ADJACENT UNIT
3" SLOTTED SCH 40 PVC
3" SCH 40 PVC RISER DUCT PIPE(SEE SPECIFICATION #3 & #5)
SECTION THROUGH SHALLOW THICKENED SLAB WITHIN GRAVEL
NTSVM1
STUD WALL
BASE COURSE(SEE SPECIFICATION #1)
VAPOR LINER SEALED TO CONCRETE PERMANUFACTURER INSTRUCTIONS.
SUBBASE
10
CONCRETE SLAB
PIPE MAY BE PRESENT WITHIN GRAVELBELOW CONCRETE (SEE VM-2)
AS-BUILTDRAWING
SECTION THROUGH TENANT SEPARATION FOOTER WITH PIPE
NTSVM1
6
SECTION THROUGH EXTERIOR WALL
NTSVM1
BRICK OR HOUSE SIDINGEXTERNAL WALL (NOTPRESENT AT ALL LOCATIONS)
STUD WALL
BASE COURSE(SEE SPECIFICATION #1)
VAPOR LINER SEALED TO CONCRETE PERMANUFACTURER INSTRUCTIONS.
SUBBASE
3
BRICK OR HOUSE SIDINGEXTERNAL WALL (NOTPRESENT AT ALL LOCATIONS)
STUD WALL
BASE COURSE(SEE SPECIFICATION #1)
VAPOR LINER SEALED TO CONCRETE PERMANUFACTURER INSTRUCTIONS.
SUBBASEVAPOR LINER BENEATHCONCRETE FOOTER
BRICK OR HOUSE SIDINGEXTERNAL WALL (NOTPRESENT AT ALL LOCATIONS)
STUD WALL
BASE COURSE(SEE SPECIFICATION #1)
VAPOR LINER SEALED TO CONCRETE PERMANUFACTURER INSTRUCTIONS.
SUBBASE
MONITORING POINT DETAIL
NTSVM1
8
OPEN ENDED PIPE
2" PVC 90 DEGREEELBOW
IRRIGATION BOX OR WATERMETER ENCLOSURE WITHLOCKABLE LID
SECURED PIPE WITHINENCLOSURE TO PREVENTMOVEMENT
3" SLOTTED SCH 40 PVC PIPE(IF PRESENT)
3" SLOTTED SCH 40 PVC PIPE(IF PRESENT)
GROUT LAYER
4" EVECO VENTILATOR (EMPIREEV04SS)
REVISION 1
S:\AAA-Master Projects\NVR, Inc\NVR-010 OPR\Bldg Completion Reports\Bldg 1002, 1003, & 1007\Figures\OPR VMP AS Built Figures_VM-1_VM-1A.dwg, 10/3/2021 10:15:35 AM, DWG To PDF.pc3
VAPOR INTRUSION MITIGATION SYSTEM (VIMS) SPECIFICATIONS
1.THIS VAPOR INTRUSION MITIGATION PLAN IS INTENDED TO BE USED FOR DIRECTION OF VIMS COMPONENT INSTALLATION ONLY AND IS NOT INTENDED TO GUIDE CONSTRUCTION OF STRUCTURAL COMPONENTS NOT RELATED TO THE VIMS. CONSTRUCTION CONTRACTOR
SHALL VERIFY CONSISTENCY OF VIMS DETAILS WITH APPLICABLE STRUCTURAL, ARCHITECTURAL, MECHANICAL, AND PLUMBING PLANS AND RESOLVE INCONSISTENCIES WITH THE DESIGN ENGINEER PRIOR TO VIMS INSTALLATION.
2. CONSTRUCTION CONTRACTORS AND SUB-CONTRACTORS USED "LOW OR NO VOC" (INCLUDING NO PCE OR TCE) PRODUCTS AND MATERIALS, WHEN POSSIBLE. THE CONSTRUCTION CONTRACTOR AND SUB-CONTRACTORS PROVIDED SAFETY DATA SHEETS (SDS) TO THE
ENGINEER FOR PRODUCTS AND MATERIALS USED DURING CONSTRUCTION.
VIMS VAPOR LINER IS VAPORBLOCK PLUS 20 VAPOR BARRIER MANUFACTURED BY RAVEN INDUSTRIES.
THE VAPOR LINER WAS INSTALLED AS SPECIFIED HEREIN AND PER MANUFACTURER INSTALLATION INSTRUCTIONS TO CREATE A CONTINUOUS LINER BELOW GROUND FLOOR SLABS. A BASE COURSE CONSISTING OF CLEAN #57 STONE (OR SIMILAR HIGH PERMEABILITY STONE
APPROVED BY THE ENGINEER) WAS INSTALLED BENEATH THE VIMS VAPOR LINER. IN AREAS AROUND THE SUB-SLAB PIPING, THE BASE COURSE LAYER IS THICK ENOUGH TO COVER THE SUB-SLAB PIPING WITH A MINIMUM 1-INCH LAYER ABOVE AND BELOW THE PIPING. IN AREAS
WITHOUT PIPING, THE BASE COURSE IS A MINIMUM OF 4-INCHES THICK.
3. ALL PENETRATIONS WERE SEALED ACCORDING TO VAPOR LINER MANUFACTURER INSTALLATION INSTRUCTIONS AS FOUND IN THE MANUFACTURER INSTALLATION GUIDELINES. SINCE VAPORBLOCK PLUS 20 WAS USED, SMALL PUNCTURE HOLES WERE SEALED WITH THE
VAPORSEALTM TAPE OR POUR-N-SEALTM AND LARGER HOLES, TEARS, OR DAMAGE WERE REPAIRED USING A PATCH THAT OVERLAPS THE DAMAGED AREA AND THEN SHALL BE TAPED ALONG THE SEAMS. IN AREAS WHERE UTILITY PENETRATIONS (I.E. PIPING, DUCTS, ETC) ARE
PRESENT AND THE USE OF TAPING IS NOT PRACTICAL OR DEEMS AS "INEFFECTIVE" BY THE DESIGN ENGINEER, POUR-N-SEALTM WAS POURED INTO FORM TO PATCH THE PENETRATION WITH AN AIR-TIGHT SEAL.
4. CONSTRUCTION CONTRACTORS AND SUB-CONTRACTORS AVOIDED THE USE OF TEMPORARY FORM BOARDS THAT PENETRATE THE VAPOR LINER WHERE POSSIBLE. IF TEMPORARY FORM BOARDS WERE USED, THE SIZE AND NUMBER OF PENETRATIONS THROUGH THE VAPOR
LINER WERE LIMITED AND SMALL DIAMETER STAKES (I.E. SOLID METAL STAKES) WERE USED. AS FORM BOARDS WERE REMOVED, THE CONTRACTOR OR SUB-CONTRACTORS SEALED PENETRATIONS IN ACCORDANCE WITH VAPOR LINER MANUFACTURER INSTALLATION
INSTRUCTIONS.
5. VIMS BELOW AND ABOVE GRADE PIPING SHALL WAS NOT TRAPPED AND WAS SLOPED A MINIMUM OF
18 UNIT VERTICAL IN 12 UNITS HORIZONTAL (1% SLOPE) TO GRAVITY DRAIN. SOLID SECTIONS OF HORIZONTAL COLLECTION PIPE WERE SUPPORTED TO PREVENT PIPE SAG
OR LOW POINT AND MAINTAIN 1% SLOPE TOWARD SLOTTED SECTIONS TO DRAIN CONDENSATION. HORIZONTAL COLLECTION PIPE SHALL CONSIST OF 3" SCH 40 PVC (OR OTHERWISE NOTED IN THE DRAWINGS). SUB-SLAB SLOTTED VAPOR COLLECTION PIPE IS THREADED FLUSH
JOINT OR GLUE JOINT 3" SCH 40 PVC PIPE WITH 0.020" SLOT WIDTH AND 18" SLOT SPACING.
6. 3” SCH 40 PVC RISER DUCT PIPING EXTENDS IN A VERTICAL ORIENTATION THROUGH THE BUILDING ROOF AND TERMINATES A MINIMUM OF 1 FT ABOVE THE BUILDING ROOF LINE. EMPIRE SIPHON VENTILATORS ARE INSTALLED ON THE EXHAUST DISCHARGE END OF EACH
RISER DUCT PIPE. A 4" X 3" PVC ADAPTOR COUPLING WAS INSTALLED AT THE DISCHARGE END OF THE 3" RISER DUCT PIPE AND THE FAN WAS SECURED TO THE PVC RISER IN A VERTICAL ORIENTATION. EXHAUST DISCHARGE IS NOT LESS THAN 10 FT (IN ANY DIRECTION) FROM AIR
INTAKE OPENINGS INCLUDE WINDOWS, DOORS, AND OTHER GRAVITY AIR INTAKE OPENINGS AND EXCLUDE ATTIC VENTILATION OPENINGS.
7. NOTE THAT DISCHARGE LOCATIONS ON THE ROOFTOP DEPICTED IN THE VAPOR MITIGATION PLAN MAY HAVE BEEN REPOSITIONED AS LONG AS THE NEW POSITION MEETS THE REQUIREMENTS PRESENTED ABOVE. AN ELECTRICAL JUNCTION BOX (120V, 60HZ AC REQUIRED)
WAS INSTALLED NEAR THE FAN LOCATION FOR CONVERSION TO ELECTRIC FANS, IF REQUIRED. ALL WIRING AND ELECTRICAL WAS INSTALLED PER APPLICABLE BUILDING AND ELECTRICAL CODES.
8. ABOVE-SLAB ACCESSIBLE RISER DUCT PIPING WAS PERMANENTLY IDENTIFIED BY MEANS OF A LABEL AT A MINIMUM OF ONCE EVERY 10-LINEAR FT WITH "VAPOR MITIGATION - CONTACT HOA". THE RISER PIPE AT THE SIPHON VENTILATOR WAS LABELED WITH "VAPOR
MITIGATION SYSTEM - CONTACT HOA IF DAMAGED" IN AN ACCESSIBLE LOCATION IN THE ATTIC.
9. INSPECTIONS: INSPECTIONS OF EACH COMPONENT OF THE VIMS WERE CONDUCTED BY THE ENGINEER, OR ENGINEER'S DESIGNEE, TO CONFIRM VIMS COMPONENTS WERE INSTALLED PER THE APPROVED DESIGN. THE REQUIRED INSPECTIONS INCLUDED: (1) INSPECTION OF
SUB-SLAB PIPING LAYOUT AND GRAVEL PLACEMENT PRIOR TO INSTALLING VAPOR LINER; (2) INSPECTION OF VAPOR LINER PRIOR TO POURING CONCRETE; (3) INSPECTION OF ABOVE-GRADE PIPING LAYOUT; AND (4) INSPECTION OF FAN AND VENT PIPE CONNECTIONS. THE
CONSTRUCTION CONTRACTOR(S) COORDINATED WITH THE ENGINEER TO PERFORM THE REQUIRED INSPECTIONS. WHEN POSSIBLE. DEQ WAS CONTACTED 48-HOURS PRIOR TO THE INSPECTION BEING CONDUCTED. FIELD NOTES, PHOTOGRAPHS, AND ANY ADDITIONAL INSPECTION
DOCUMENTATION WERE INCLUDED IN THE FINAL DELIVERABLE TO DEQ.
RYAN HOMES, AN NVR,INC COMPANY
10710 SIKES PLACESUITE 200CHARLOTTE, NORTHCAROLINA 28277
VAPOR MITIGATIONPLAN PREPARED BY
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
PROFESSIONAL APPROVAL / SEAL
H&H NO. NVR-010
VAPOR
INTRUSIONMITIGATIONSYSTEM PLAN
SPECIFICATIONS
JULY 16, 2021
VM-1AOLD PINEVILLE ROAD AND SHOLTZ ROADCHARLOTTE, NORTH CAROLINABROWNFIELDS PROJECT NO. 10061-06-060OLD PINEVILLE TOWNHOMES07/16/21
AS-BUILT
DRAWING
\\harthick.sharepoint.com@SSL\DavWWWRoot\sites\MasterFiles-1\Shared Documents\AAA-Master Projects\NVR, Inc\NVR-010 OPR\Building Completion Reports\Building 1001\Figures\OPR VMP AS Built Figures_VM-1_VM-1A.dwg, 7/17/2021 8:58:23 AM
UNIT A4932 OLD
PINEVILLE ROAD
MP-1001-A
UNIT B4934 OLD
PINEVILLE ROAD
UNIT C
4936 OLDPINEVILLE ROAD
MP-1001-B
MP-1001-C
LEGEND
EXTENT OF VAPOR BARRIER - SEE SPECIFICATION #2 ON SHEET VM-1A
3" SCH 40 PVC SLOTTED PIPE (INSTALL 3" VENT CAP AT END OF SLOTTED SECTIONS)
3" SCH 40 PVC SOLID PIPE
VERTICAL RISER (3" SCH. 40 PVC) AND FAN (REFER TO DETAIL #8 FOR VENTILATOR FANSET-UP)
VACUUM MEASURING POINT
THICKENED SLAB AT LOAD BEARING WALL
SHALLOW THICKENED SLAB WITHIN GRAVEL LAYER
NOTES:
1. ONE VACUUM MEASURING POINT WAS INSTALLED PER UNIT. IF THE UNIT IS AN END UNIT,THEN VACUUM MEASURING POINT WAS INSTALLED ON THE BACKSIDE OF THE UNIT. IF THEUNITS ARE INTERIOR UNITS, THEN THE VACUUM MEASURING POINT WAS INSTALLED ON THEFRONT SIDE OF THE UNIT.
2. GROUND FLOOR LEVEL OF EACH BUILDING SHOWN. REFER TO STRUCTURAL ANDARCHITECTURAL DRAWINGS FOR FINAL BUILDING LAYOUT.
3. REFER TO SPECIFICATIONS 1 THROUGH 11 AND SECTION DETAILS ON SHEETS VM-1 ANDVM-1A.
4. EACH UNIT IS APPROXIMATELY 640 SQ FT 14 FT X 40 FT).
RYAN HOMES, AN NVR,INC COMPANY
10710 SIKES PLACESUITE 200CHARLOTTE, NORTHCAROLINA 28277
VAPOR MITIGATIONPLAN PREPARED BY
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
PROFESSIONAL APPROVAL / SEAL
H&H NO. NVR-010
VAPORINTRUSIONMITIGATIONSYSTEM PLAN
BUILDING 1001
JULY16, 2021
VM-2
THORNDALE LANE
OLD PINEVILLE ROADANSTON DRIVEOLD PINEVILLE ROAD AND SHOLTZ ROADCHARLOTTE, NORTH CAROLINABROWNFIELDS PROJECT NO. 10061-06-060OLD PINEVILLE TOWNHOMES07/16/21
AS-BUILTDRAWING
4
VM1
3
VM1
4
VM1
7/9VM1 7/9VM1
7/9VM1
8
VM1
8
VM1
8
VM1
6
VM1 6
VM1
10
VM1
10
VM1
2
VM1
2
VM1
1
VM1
1
VM1
S:\AAA-Master Projects\NVR, Inc\NVR-010 OPR\Building Completion Reports\Building 1001\Figures\OPR VMP AS-Built Figures_1001.dwg, 7/19/2021 9:10:45 AM

Appendix D
VIMS Installation Photographs

Photograph 2: General view of the Raven VaporBlock Plus 20 vapor barrier installation at
Building 1001. NVR-0092923 S. Tryon Street, Suite 100
Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
Photograph 1: General view of the gravel and sub-slab piping at Building 1001.
YORKSHIRE DRIVEYORKSHIRE DRIVE AND SOUTH TRYON STREETCHARLOTTE, NORTH CAROLINA
Photograph 4: Representative view of exhaust pipe and wind ventilator on the roof on
Building 1001. NVR-0092923 S. Tryon Street, Suite 100
Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
Photograph 3: Representative view of vertical riser piping running to the roof in Building 1001.
YORKSHIRE DRIVEYORKSHIRE DRIVE AND SOUTH TRYON STREETCHARLOTTE, NORTH CAROLINA
Vapor mitigation
labels on riser

Appendix E
Field Forms and Field Data

Table E-1VIMS Pilot TestOld Pineville RoadOld Pineville Townhomes - Building 1001Charlotte, North CarolinaBrownfields Project No. 11061-06-060H&H Job No. NVR-010Unit IDDateElapsed Time Fan MP-1001-A Fan MP-1001-B Fan MP-1001-C0 0.000 0.000 0.000 0.000 0.000 0.00010 1.987 0.707 2.039 0.362 2.147 0.81220 1.990 0.716 2.037 0.348 2.144 0.797NotesVacuum measurements are reported in inches of water column (in-WC).Vacuum measurements were collected post-completion and pre-occupancy. MP = Monitoring PointVacuum Monitoring Point Measurements (in-WC)ABC3/25/2021 3/25/2021 3/25/2021https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/NVR, Inc/NVR-010 OPR/Building Completion Reports/Building 1001/Tables/Building 1001 Vacuum Testing7/17/2021Table E-1Hart & Hickman, PC

Appendix F
Laboratory Analytical Report

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

5/27/2021
Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing Lab Report Number: 21-141-0036
Client Project Description: NVR-010
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/21/2021 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2012) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance. The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 21
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202137735State ProgramNorth Carolina
12/31/2021402State ProgramNorth Carolina
07/31/202199012State ProgramSouth Carolina
12/31/202199012State ProgramSouth Carolina
Page 1 of 1 00016/21-141-0036
Page 2 of 21
Report Number:
Sample Summary Table
Client Project Description:
21-141-0036
NVR-010
Lab No Client Sample ID Matrix Date Collected Date Received
05/20/2021 12:58Air 99395 SS-1001-C 05/21/2021
05/20/2021 13:47Air 99396 SS-1001-B 05/21/2021
05/20/2021Air 99397 SS-1001-DUP 05/21/2021
Page 3 of 21
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
21-141-0036
Report Limit
Project:NVR-010
V 99395SS-1001-C
987 05/25/2021 04:08TO-15 Acetone µg/m3 16.2
8250 05/25/2021 18:14TO-15 Methyl Ethyl Ketone (MEK)µg/m3 16.3
3140 05/25/2021 18:14TO-15 Tetrahydrofuran µg/m3 14.2
V 99396SS-1001-B
792 05/25/2021 04:47TO-15 Acetone µg/m3 16.2
5870 05/25/2021 17:36TO-15 Methyl Ethyl Ketone (MEK)µg/m3 16.3
1910 05/25/2021 04:47TO-15 Tetrahydrofuran µg/m3 2.84
V 99397SS-1001-DUP
752 05/25/2021 05:25TO-15 Acetone µg/m3 16.2
6120 05/25/2021 16:59TO-15 Methyl Ethyl Ketone (MEK)µg/m3 16.3
1900 05/25/2021 05:25TO-15 Tetrahydrofuran µg/m3 2.84
Page 4 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-C
99395 Matrix:
5/20/2021 12:58
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
987 µg/m3 16.2 47.6Acetone 20 05/25/21 04:08 V4691CBM
<2.84 µg/m3 2.84 31.9
Benzene 20 05/25/21 04:08 V4691CBM
<148 µg/m3 148 207Benzyl Chloride 20 05/25/21 04:08 V4691CBM
<6.44 µg/m3 6.44 67.0Bromodichloromethane 20 05/25/21 04:08 V4691CBM
<13.3 µg/m3 13.3 103Bromoform 20 05/25/21 04:08 V4691CBM
<3.28 µg/m3 3.28 38.8Bromomethane 20 05/25/21 04:08 V4691CBM
<4.84 µg/m3 4.84 22.11,3-Butadiene 20 05/25/21 04:08 V4691CBM
<15.6 µg/m3 15.6 125Carbon Disulfide 20 05/25/21 04:08 V4691CBM
<3.76 µg/m3 3.76 62.9
Carbon Tetrachloride 20 05/25/21 04:08 V4691CBM
<4.72 µg/m3 4.72 46.0Chlorobenzene 20 05/25/21 04:08 V4691CBM
<9.71 µg/m3 9.71 85.2Chlorodibromomethane 20 05/25/21 04:08 V4691CBM
<3.44 µg/m3 3.44 26.4Chloroethane 20 05/25/21 04:08 V4691CBM
<3.42 µg/m3 3.42 48.8Chloroform 20 05/25/21 04:08 V4691CBM
<1.58 µg/m3 1.58 20.6Chloromethane 20 05/25/21 04:08 V4691CBM
<14.5 µg/m3 14.5 68.8Cyclohexane 20 05/25/21 04:08 V4691CBM
<12.1 µg/m3 12.1 76.81,2-Dibromoethane 20 05/25/21 04:08 V4691CBM
<15.7 µg/m3 15.7 60.11,2-Dichlorobenzene 20 05/25/21 04:08 V4691CBM
<143 µg/m3 143 2411,3-Dichlorobenzene 20 05/25/21 04:08 V4691CBM
<9.94 µg/m3 9.94 60.11,4-Dichlorobenzene 20 05/25/21 04:08 V4691CBM
<4.40 µg/m3 4.40 49.4Dichlorodifluoromethane 20 05/25/21 04:08 V4691CBM
<3.10 µg/m3 3.10 40.51,1-Dichloroethane 20 05/25/21 04:08 V4691CBM
<3.28 µg/m3 3.28 40.51,2-Dichloroethane 20 05/25/21 04:08 V4691CBM
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 5 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-C
99395 Matrix:
5/20/2021 12:58
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
<17.4 µg/m3 17.4 39.61,1-Dichloroethene 20 05/25/21 04:08 V4691CBM
<4.51 µg/m3 4.51 39.6
cis-1,2-Dichloroethene 20 05/25/21 04:08 V4691CBM
<3.18 µg/m3 3.18 39.6trans-1,2-Dichloroethene 20 05/25/21 04:08 V4691CBM
<8.04 µg/m3 8.04 46.21,2-Dichloropropane 20 05/25/21 04:08 V4691CBM
<12.4 µg/m3 12.4 69.91,2-Dichlorotetrafluoroethane 20 05/25/21 04:08 V4691CBM
<5.20 µg/m3 5.20 45.4cis-1,3-Dichloropropene 20 05/25/21 04:08 V4691CBM
<5.20 µg/m3 5.20 45.4trans-1,3-Dichloropropene 20 05/25/21 04:08 V4691CBM
<8.53 µg/m3 8.53 36.01,4-Dioxane 20 05/25/21 04:08 V4691CBM
<4.84 µg/m3 4.84 36.0
Ethyl Acetate 20 05/25/21 04:08 V4691CBM
<1.88 µg/m3 1.88 43.4Ethylbenzene 20 05/25/21 04:08 V4691CBM
<16.3 µg/m3 16.3 49.24-Ethyltoluene 20 05/25/21 04:08 V4691CBM
<4.70 µg/m3 4.70 76.61,1,2-Trichloro-1,2,2-trifluoroethane 20 05/25/21 04:08 V4691CBM
<4.42 µg/m3 4.42 41.0Heptane 20 05/25/21 04:08 V4691CBM
<8.69 µg/m3 8.69 107Hexachlorobutadiene 20 05/25/21 04:08 V4691CBM
<4.21 µg/m3 4.21 35.2n-Hexane 20 05/25/21 04:08 V4691CBM
<4.66 µg/m3 4.66 41.02-Hexanone 20 05/25/21 04:08 V4691CBM
<4.94 µg/m3 4.94 98.3Isopropyl Alchohol 20 05/25/21 04:08 V4691CBM
8250 µg/m3 16.3 147Methyl Ethyl Ketone (MEK)100 05/25/21 18:14 V4783CBM
<3.42 µg/m3 3.42 36.1Methyl tert-butyl ether (MTBE)20 05/25/21 04:08 V4691CBM
<5.08 µg/m3 5.08 41.04-Methyl-2-Pentanone 20 05/25/21 04:08 V4691CBM
<4.32 µg/m3 4.32 34.7Methylene Chloride 20 05/25/21 04:08 V4691CBM
<7.72 µg/m3 7.72 52.4Naphthalene 20 05/25/21 04:08 V4691CBM
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-C
99395 Matrix:
5/20/2021 12:58
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
<1.62 µg/m3 1.62 17.2Propene 20 05/25/21 04:08 V4691CBM
<4.88 µg/m3 4.88 42.6
Styrene 20 05/25/21 04:08 V4691CBM
<8.93 µg/m3 8.93 68.61,1,2,2-Tetrachloroethane 20 05/25/21 04:08 V4691CBM
<14.1 µg/m3 14.1 67.8Tetrachloroethene 20 05/25/21 04:08 V4691CBM
3140 µg/m3 14.2 147Tetrahydrofuran 100 05/25/21 18:14 V4783CBM
<5.70 µg/m3 5.70 37.7Toluene 20 05/25/21 04:08 V4691CBM
<10.4 µg/m3 10.4 74.21,2,4-Trichlorobenzene 20 05/25/21 04:08 V4691CBM
<3.66 µg/m3 3.66 54.61,1,1-Trichloroethane 20 05/25/21 04:08 V4691CBM
<10.3 µg/m3 10.3 54.6
1,1,2-Trichloroethane 20 05/25/21 04:08 V4691CBM
<5.98 µg/m3 5.98 43.0Trichloroethene 20 05/25/21 04:08 V4691CBM
<5.00 µg/m3 5.00 56.2Trichlorofluoromethane 20 05/25/21 04:08 V4691CBM
<24.0 µg/m3 24.0 49.21,2,4-Trimethylbenzene 20 05/25/21 04:08 V4691CBM
<11.8 µg/m3 11.8 49.21,3,5-Trimethylbenzene 20 05/25/21 04:08 V4691CBM
<6.36 µg/m3 6.36 35.2Vinyl Acetate 20 05/25/21 04:08 V4691CBM
<2.62 µg/m3 2.62 25.6Vinyl Chloride 20 05/25/21 04:08 V4691CBM
<3.32 µg/m3 3.32 43.4o-Xylene 20 05/25/21 04:08 V4691CBM
<7.06 µg/m3 7.06 113m,p-Xylene 20 05/25/21 04:08 V4691CBM
<3.32 µg/m3 3.32 43.4Xylene (Total)20 05/25/21 04:08 V4691
Surrogate: 4-Bromofluorobenzene 91.1 Limits: 70-130%05/25/21 18:14100 CBM V4783
Surrogate: 4-Bromofluorobenzene 92.2 Limits: 70-130%05/25/21 04:0820 CBM V4691
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 7 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-B
99396 Matrix:
5/20/2021 13:47
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
792 µg/m3 16.2 47.6Acetone 20 05/25/21 04:47 V4691CBM
<2.84 µg/m3 2.84 31.9
Benzene 20 05/25/21 04:47 V4691CBM
<148 µg/m3 148 207Benzyl Chloride 20 05/25/21 04:47 V4691CBM
<6.44 µg/m3 6.44 67.0Bromodichloromethane 20 05/25/21 04:47 V4691CBM
<13.3 µg/m3 13.3 103Bromoform 20 05/25/21 04:47 V4691CBM
<3.28 µg/m3 3.28 38.8Bromomethane 20 05/25/21 04:47 V4691CBM
<4.84 µg/m3 4.84 22.11,3-Butadiene 20 05/25/21 04:47 V4691CBM
<15.6 µg/m3 15.6 125Carbon Disulfide 20 05/25/21 04:47 V4691CBM
<3.76 µg/m3 3.76 62.9
Carbon Tetrachloride 20 05/25/21 04:47 V4691CBM
<4.72 µg/m3 4.72 46.0Chlorobenzene 20 05/25/21 04:47 V4691CBM
<9.71 µg/m3 9.71 85.2Chlorodibromomethane 20 05/25/21 04:47 V4691CBM
<3.44 µg/m3 3.44 26.4Chloroethane 20 05/25/21 04:47 V4691CBM
<3.42 µg/m3 3.42 48.8Chloroform 20 05/25/21 04:47 V4691CBM
<1.58 µg/m3 1.58 20.6Chloromethane 20 05/25/21 04:47 V4691CBM
<14.5 µg/m3 14.5 68.8Cyclohexane 20 05/25/21 04:47 V4691CBM
<12.1 µg/m3 12.1 76.81,2-Dibromoethane 20 05/25/21 04:47 V4691CBM
<15.7 µg/m3 15.7 60.11,2-Dichlorobenzene 20 05/25/21 04:47 V4691CBM
<143 µg/m3 143 2411,3-Dichlorobenzene 20 05/25/21 04:47 V4691CBM
<9.94 µg/m3 9.94 60.11,4-Dichlorobenzene 20 05/25/21 04:47 V4691CBM
<4.40 µg/m3 4.40 49.4Dichlorodifluoromethane 20 05/25/21 04:47 V4691CBM
<3.10 µg/m3 3.10 40.51,1-Dichloroethane 20 05/25/21 04:47 V4691CBM
<3.28 µg/m3 3.28 40.51,2-Dichloroethane 20 05/25/21 04:47 V4691CBM
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 8 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-B
99396 Matrix:
5/20/2021 13:47
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
<17.4 µg/m3 17.4 39.61,1-Dichloroethene 20 05/25/21 04:47 V4691CBM
<4.51 µg/m3 4.51 39.6
cis-1,2-Dichloroethene 20 05/25/21 04:47 V4691CBM
<3.18 µg/m3 3.18 39.6trans-1,2-Dichloroethene 20 05/25/21 04:47 V4691CBM
<8.04 µg/m3 8.04 46.21,2-Dichloropropane 20 05/25/21 04:47 V4691CBM
<12.4 µg/m3 12.4 69.91,2-Dichlorotetrafluoroethane 20 05/25/21 04:47 V4691CBM
<5.20 µg/m3 5.20 45.4cis-1,3-Dichloropropene 20 05/25/21 04:47 V4691CBM
<5.20 µg/m3 5.20 45.4trans-1,3-Dichloropropene 20 05/25/21 04:47 V4691CBM
<8.53 µg/m3 8.53 36.01,4-Dioxane 20 05/25/21 04:47 V4691CBM
<4.84 µg/m3 4.84 36.0
Ethyl Acetate 20 05/25/21 04:47 V4691CBM
<1.88 µg/m3 1.88 43.4Ethylbenzene 20 05/25/21 04:47 V4691CBM
<16.3 µg/m3 16.3 49.24-Ethyltoluene 20 05/25/21 04:47 V4691CBM
<4.70 µg/m3 4.70 76.61,1,2-Trichloro-1,2,2-trifluoroethane 20 05/25/21 04:47 V4691CBM
<4.42 µg/m3 4.42 41.0Heptane 20 05/25/21 04:47 V4691CBM
<8.69 µg/m3 8.69 107Hexachlorobutadiene 20 05/25/21 04:47 V4691CBM
<4.21 µg/m3 4.21 35.2n-Hexane 20 05/25/21 04:47 V4691CBM
<4.66 µg/m3 4.66 41.02-Hexanone 20 05/25/21 04:47 V4691CBM
<4.94 µg/m3 4.94 98.3Isopropyl Alchohol 20 05/25/21 04:47 V4691CBM
5870 µg/m3 16.3 147Methyl Ethyl Ketone (MEK)100 05/25/21 17:36 V4783CBM
<3.42 µg/m3 3.42 36.1Methyl tert-butyl ether (MTBE)20 05/25/21 04:47 V4691CBM
<5.08 µg/m3 5.08 41.04-Methyl-2-Pentanone 20 05/25/21 04:47 V4691CBM
<4.32 µg/m3 4.32 34.7Methylene Chloride 20 05/25/21 04:47 V4691CBM
<7.72 µg/m3 7.72 52.4Naphthalene 20 05/25/21 04:47 V4691CBM
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 9 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-B
99396 Matrix:
5/20/2021 13:47
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
<1.62 µg/m3 1.62 17.2Propene 20 05/25/21 04:47 V4691CBM
<4.88 µg/m3 4.88 42.6
Styrene 20 05/25/21 04:47 V4691CBM
<8.93 µg/m3 8.93 68.61,1,2,2-Tetrachloroethane 20 05/25/21 04:47 V4691CBM
<14.1 µg/m3 14.1 67.8Tetrachloroethene 20 05/25/21 04:47 V4691CBM
1910 µg/m3 2.84 29.5Tetrahydrofuran 20 05/25/21 04:47 V4691CBM
<5.70 µg/m3 5.70 37.7Toluene 20 05/25/21 04:47 V4691CBM
<10.4 µg/m3 10.4 74.21,2,4-Trichlorobenzene 20 05/25/21 04:47 V4691CBM
<3.66 µg/m3 3.66 54.61,1,1-Trichloroethane 20 05/25/21 04:47 V4691CBM
<10.3 µg/m3 10.3 54.6
1,1,2-Trichloroethane 20 05/25/21 04:47 V4691CBM
<5.98 µg/m3 5.98 43.0Trichloroethene 20 05/25/21 04:47 V4691CBM
<5.00 µg/m3 5.00 56.2Trichlorofluoromethane 20 05/25/21 04:47 V4691CBM
<24.0 µg/m3 24.0 49.21,2,4-Trimethylbenzene 20 05/25/21 04:47 V4691CBM
<11.8 µg/m3 11.8 49.21,3,5-Trimethylbenzene 20 05/25/21 04:47 V4691CBM
<6.36 µg/m3 6.36 35.2Vinyl Acetate 20 05/25/21 04:47 V4691CBM
<2.62 µg/m3 2.62 25.6Vinyl Chloride 20 05/25/21 04:47 V4691CBM
<3.32 µg/m3 3.32 43.4o-Xylene 20 05/25/21 04:47 V4691CBM
<7.06 µg/m3 7.06 113m,p-Xylene 20 05/25/21 04:47 V4691CBM
<3.32 µg/m3 3.32 43.4Xylene (Total)20 05/25/21 04:47 V4691
Surrogate: 4-Bromofluorobenzene 90.5 Limits: 70-130%05/25/21 17:36100 CBM V4783
Surrogate: 4-Bromofluorobenzene 90.8 Limits: 70-130%05/25/21 04:4720 CBM V4691
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 10 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-DUP
99397 Matrix:
5/20/2021 0:00
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
752 µg/m3 16.2 47.6Acetone 20 05/25/21 05:25 V4691CBM
<2.84 µg/m3 2.84 31.9
Benzene 20 05/25/21 05:25 V4691CBM
<148 µg/m3 148 207Benzyl Chloride 20 05/25/21 05:25 V4691CBM
<6.44 µg/m3 6.44 67.0Bromodichloromethane 20 05/25/21 05:25 V4691CBM
<13.3 µg/m3 13.3 103Bromoform 20 05/25/21 05:25 V4691CBM
<3.28 µg/m3 3.28 38.8Bromomethane 20 05/25/21 05:25 V4691CBM
<4.84 µg/m3 4.84 22.11,3-Butadiene 20 05/25/21 05:25 V4691CBM
<15.6 µg/m3 15.6 125Carbon Disulfide 20 05/25/21 05:25 V4691CBM
<3.76 µg/m3 3.76 62.9
Carbon Tetrachloride 20 05/25/21 05:25 V4691CBM
<4.72 µg/m3 4.72 46.0Chlorobenzene 20 05/25/21 05:25 V4691CBM
<9.71 µg/m3 9.71 85.2Chlorodibromomethane 20 05/25/21 05:25 V4691CBM
<3.44 µg/m3 3.44 26.4Chloroethane 20 05/25/21 05:25 V4691CBM
<3.42 µg/m3 3.42 48.8Chloroform 20 05/25/21 05:25 V4691CBM
<1.58 µg/m3 1.58 20.6Chloromethane 20 05/25/21 05:25 V4691CBM
<14.5 µg/m3 14.5 68.8Cyclohexane 20 05/25/21 05:25 V4691CBM
<12.1 µg/m3 12.1 76.81,2-Dibromoethane 20 05/25/21 05:25 V4691CBM
<15.7 µg/m3 15.7 60.11,2-Dichlorobenzene 20 05/25/21 05:25 V4691CBM
<143 µg/m3 143 2411,3-Dichlorobenzene 20 05/25/21 05:25 V4691CBM
<9.94 µg/m3 9.94 60.11,4-Dichlorobenzene 20 05/25/21 05:25 V4691CBM
<4.40 µg/m3 4.40 49.4Dichlorodifluoromethane 20 05/25/21 05:25 V4691CBM
<3.10 µg/m3 3.10 40.51,1-Dichloroethane 20 05/25/21 05:25 V4691CBM
<3.28 µg/m3 3.28 40.51,2-Dichloroethane 20 05/25/21 05:25 V4691CBM
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 11 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-DUP
99397 Matrix:
5/20/2021 0:00
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
<17.4 µg/m3 17.4 39.61,1-Dichloroethene 20 05/25/21 05:25 V4691CBM
<4.51 µg/m3 4.51 39.6
cis-1,2-Dichloroethene 20 05/25/21 05:25 V4691CBM
<3.18 µg/m3 3.18 39.6trans-1,2-Dichloroethene 20 05/25/21 05:25 V4691CBM
<8.04 µg/m3 8.04 46.21,2-Dichloropropane 20 05/25/21 05:25 V4691CBM
<12.4 µg/m3 12.4 69.91,2-Dichlorotetrafluoroethane 20 05/25/21 05:25 V4691CBM
<5.20 µg/m3 5.20 45.4cis-1,3-Dichloropropene 20 05/25/21 05:25 V4691CBM
<5.20 µg/m3 5.20 45.4trans-1,3-Dichloropropene 20 05/25/21 05:25 V4691CBM
<8.53 µg/m3 8.53 36.01,4-Dioxane 20 05/25/21 05:25 V4691CBM
<4.84 µg/m3 4.84 36.0
Ethyl Acetate 20 05/25/21 05:25 V4691CBM
<1.88 µg/m3 1.88 43.4Ethylbenzene 20 05/25/21 05:25 V4691CBM
<16.3 µg/m3 16.3 49.24-Ethyltoluene 20 05/25/21 05:25 V4691CBM
<4.70 µg/m3 4.70 76.61,1,2-Trichloro-1,2,2-trifluoroethane 20 05/25/21 05:25 V4691CBM
<4.42 µg/m3 4.42 41.0Heptane 20 05/25/21 05:25 V4691CBM
<8.69 µg/m3 8.69 107Hexachlorobutadiene 20 05/25/21 05:25 V4691CBM
<4.21 µg/m3 4.21 35.2n-Hexane 20 05/25/21 05:25 V4691CBM
<4.66 µg/m3 4.66 41.02-Hexanone 20 05/25/21 05:25 V4691CBM
<4.94 µg/m3 4.94 98.3Isopropyl Alchohol 20 05/25/21 05:25 V4691CBM
6120 µg/m3 16.3 147Methyl Ethyl Ketone (MEK)100 05/25/21 16:59 V4783CBM
<3.42 µg/m3 3.42 36.1Methyl tert-butyl ether (MTBE)20 05/25/21 05:25 V4691CBM
<5.08 µg/m3 5.08 41.04-Methyl-2-Pentanone 20 05/25/21 05:25 V4691CBM
<4.32 µg/m3 4.32 34.7Methylene Chloride 20 05/25/21 05:25 V4691CBM
<7.72 µg/m3 7.72 52.4Naphthalene 20 05/25/21 05:25 V4691CBM
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 12 of 21
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
21-141-0036
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
Received : 05/21/2021
NVR-010
Report Date : 05/27/2021
Sample ID :
Lab No :
Sampled:SS-1001-DUP
99397 Matrix:
5/20/2021 0:00
Air
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
TO-15 Prep
TO-15 Prep Batch(es):V4690 05/24/21 09:00 V4782 05/25/21 09:00
<1.62 µg/m3 1.62 17.2Propene 20 05/25/21 05:25 V4691CBM
<4.88 µg/m3 4.88 42.6
Styrene 20 05/25/21 05:25 V4691CBM
<8.93 µg/m3 8.93 68.61,1,2,2-Tetrachloroethane 20 05/25/21 05:25 V4691CBM
<14.1 µg/m3 14.1 67.8Tetrachloroethene 20 05/25/21 05:25 V4691CBM
1900 µg/m3 2.84 29.5Tetrahydrofuran 20 05/25/21 05:25 V4691CBM
<5.70 µg/m3 5.70 37.7Toluene 20 05/25/21 05:25 V4691CBM
<10.4 µg/m3 10.4 74.21,2,4-Trichlorobenzene 20 05/25/21 05:25 V4691CBM
<3.66 µg/m3 3.66 54.61,1,1-Trichloroethane 20 05/25/21 05:25 V4691CBM
<10.3 µg/m3 10.3 54.6
1,1,2-Trichloroethane 20 05/25/21 05:25 V4691CBM
<5.98 µg/m3 5.98 43.0Trichloroethene 20 05/25/21 05:25 V4691CBM
<5.00 µg/m3 5.00 56.2Trichlorofluoromethane 20 05/25/21 05:25 V4691CBM
<24.0 µg/m3 24.0 49.21,2,4-Trimethylbenzene 20 05/25/21 05:25 V4691CBM
<11.8 µg/m3 11.8 49.21,3,5-Trimethylbenzene 20 05/25/21 05:25 V4691CBM
<6.36 µg/m3 6.36 35.2Vinyl Acetate 20 05/25/21 05:25 V4691CBM
<2.62 µg/m3 2.62 25.6Vinyl Chloride 20 05/25/21 05:25 V4691CBM
<3.32 µg/m3 3.32 43.4o-Xylene 20 05/25/21 05:25 V4691CBM
<7.06 µg/m3 7.06 113m,p-Xylene 20 05/25/21 05:25 V4691CBM
<3.32 µg/m3 3.32 43.4Xylene (Total)20 05/25/21 05:25 V4691
Surrogate: 4-Bromofluorobenzene 94.1 Limits: 70-130%05/25/21 16:59100 CBM V4783
Surrogate: 4-Bromofluorobenzene 89.1 Limits: 70-130%05/25/21 05:2520 CBM V4691
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 13 of 21
Quality Control Data
21-141-0036Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
NVR-010
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V4691QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V4690
Associated Lab Samples: 99395, 99396, 99397
LRB-V4690 Matrix: AIRLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/21 00:582.380.808<0.808µg/m3Acetone
05/25/21 00:581.600.142<0.142µg/m3Benzene
05/25/21 00:5810.47.43<7.43µg/m3Benzyl Chloride
05/25/21 00:583.350.322<0.322µg/m3Bromodichloromethane
05/25/21 00:585.170.669<0.669µg/m3Bromoform
05/25/21 00:581.940.164<0.164µg/m3Bromomethane
05/25/21 00:581.110.243<0.243µg/m31,3-Butadiene
05/25/21 00:586.230.778<0.778µg/m3Carbon Disulfide
05/25/21 00:583.150.188<0.188µg/m3Carbon Tetrachloride
05/25/21 00:582.300.236<0.236µg/m3Chlorobenzene
05/25/21 00:584.260.486<0.486µg/m3Chlorodibromomethane
05/25/21 00:581.320.172<0.172µg/m3Chloroethane
05/25/21 00:582.440.171<0.171µg/m3Chloroform
05/25/21 00:581.030.0790<0.0790µg/m3Chloromethane
05/25/21 00:583.440.723<0.723µg/m3Cyclohexane
05/25/21 00:583.840.607<0.607µg/m31,2-Dibromoethane
05/25/21 00:583.010.786<0.786µg/m31,2-Dichlorobenzene
05/25/21 00:5812.07.13<7.13µg/m31,3-Dichlorobenzene
05/25/21 00:583.010.498<0.498µg/m31,4-Dichlorobenzene
05/25/21 00:582.470.220<0.220µg/m3Dichlorodifluoromethane
05/25/21 00:582.020.155<0.155µg/m31,1-Dichloroethane
05/25/21 00:582.020.164<0.164µg/m31,2-Dichloroethane
05/25/21 00:581.980.872<0.872µg/m31,1-Dichloroethene
05/25/21 00:581.980.226<0.226µg/m3cis-1,2-Dichloroethene
05/25/21 00:581.980.159<0.159µg/m3trans-1,2-Dichloroethene
05/25/21 00:582.310.402<0.402µg/m31,2-Dichloropropane
05/25/21 00:583.500.623<0.623µg/m31,2-Dichlorotetrafluoroethane
Page 1 of 6Date:05/27/2021 12:58 PM
Page 14 of 21
Quality Control Data
21-141-0036Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
NVR-010
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V4691QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V4690
Associated Lab Samples: 99395, 99396, 99397
LRB-V4690 Matrix: AIRLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/21 00:582.270.260<0.260µg/m3cis-1,3-Dichloropropene
05/25/21 00:582.270.260<0.260µg/m3trans-1,3-Dichloropropene
05/25/21 00:581.800.427<0.427µg/m31,4-Dioxane
05/25/21 00:581.800.242<0.242µg/m3Ethyl Acetate
05/25/21 00:582.170.0940<0.0940µg/m3Ethylbenzene
05/25/21 00:582.460.817<0.817µg/m34-Ethyltoluene
05/25/21 00:583.830.235<0.235µg/m31,1,2-Trichloro-1,2,2-trifluoroethane
05/25/21 00:582.050.221<0.221µg/m3Heptane
05/25/21 00:585.330.433<0.433µg/m3Hexachlorobutadiene
05/25/21 00:581.760.211<0.211µg/m3n-Hexane
05/25/21 00:582.050.233<0.233µg/m32-Hexanone
05/25/21 00:584.920.247<0.247µg/m3Isopropyl Alchohol
05/25/21 00:581.800.171<0.171µg/m3Methyl tert-butyl ether (MTBE)
05/25/21 00:582.050.254<0.254µg/m34-Methyl-2-Pentanone
05/25/21 00:581.740.216<0.216µg/m3Methylene Chloride
05/25/21 00:582.620.386<0.386µg/m3Naphthalene
05/25/21 00:580.8610.0810<0.0810µg/m3Propene
05/25/21 00:582.130.244<0.244µg/m3Styrene
05/25/21 00:583.430.447<0.447µg/m31,1,2,2-Tetrachloroethane
05/25/21 00:583.390.707<0.707µg/m3Tetrachloroethene
05/25/21 00:581.470.142<0.142µg/m3Tetrahydrofuran
05/25/21 00:581.880.285<0.285µg/m3Toluene
05/25/21 00:583.710.519<0.519µg/m31,2,4-Trichlorobenzene
05/25/21 00:582.730.183<0.183µg/m31,1,1-Trichloroethane
05/25/21 00:582.730.513<0.513µg/m31,1,2-Trichloroethane
05/25/21 00:582.150.299<0.299µg/m3Trichloroethene
05/25/21 00:582.810.250<0.250µg/m3Trichlorofluoromethane
Page 2 of 6Date:05/27/2021 12:58 PM
Page 15 of 21
Quality Control Data
21-141-0036Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
NVR-010
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V4691QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V4690
Associated Lab Samples: 99395, 99396, 99397
LRB-V4690 Matrix: AIRLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/21 00:582.461.20<1.20µg/m31,2,4-Trimethylbenzene
05/25/21 00:582.460.592<0.592µg/m31,3,5-Trimethylbenzene
05/25/21 00:581.760.318<0.318µg/m3Vinyl Acetate
05/25/21 00:581.280.131<0.131µg/m3Vinyl Chloride
05/25/21 00:582.170.166<0.166µg/m3o-Xylene
05/25/21 00:585.650.353<0.353µg/m3m,p-Xylene
05/25/21 00:584-Bromofluorobenzene (S)89.3 70-130
LCS-V4690Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
94.911.311.9µg/m3Acetone 70-130
92.514.816.0µg/m3Benzene 70-130
10828.125.9µg/m3Benzyl Chloride 70-130
94.631.733.5µg/m3Bromodichloromethane 70-130
97.850.651.7µg/m3Bromoform 70-130
93.818.219.4µg/m3Bromomethane 70-130
10211.311.1µg/m31,3-Butadiene 70-130
10316.015.6µg/m3Carbon Disulfide 70-130
88.828.031.5µg/m3Carbon Tetrachloride 70-130
98.222.623.0µg/m3Chlorobenzene 70-130
96.741.242.6µg/m3Chlorodibromomethane 70-130
89.311.813.2µg/m3Chloroethane 70-130
92.622.624.4µg/m3Chloroform 70-130
99.010.210.3µg/m3Chloromethane 70-130
87.715.117.2µg/m3Cyclohexane 70-130
10138.838.4µg/m31,2-Dibromoethane 70-130
Page 3 of 6Date:05/27/2021 12:58 PM
Page 16 of 21
Quality Control Data
21-141-0036Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
NVR-010
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V4691QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V4690
LCS-V4690Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
96.028.930.1µg/m31,2-Dichlorobenzene 70-130
98.329.630.1µg/m31,3-Dichlorobenzene 70-130
93.028.030.1µg/m31,4-Dichlorobenzene 70-130
90.222.324.7µg/m3Dichlorodifluoromethane 70-130
95.019.220.2µg/m31,1-Dichloroethane 70-130
92.018.620.2µg/m31,2-Dichloroethane 70-130
10119.919.8µg/m31,1-Dichloroethene 70-130
10119.919.8µg/m3cis-1,2-Dichloroethene 70-130
99.419.719.8µg/m3trans-1,2-Dichloroethene 70-130
94.321.823.1µg/m31,2-Dichloropropane 70-130
94.233.035.0µg/m31,2-Dichlorotetrafluoroethane 70-130
94.221.422.7µg/m3cis-1,3-Dichloropropene 70-130
94.221.422.7µg/m3trans-1,3-Dichloropropene 70-130
76.113.718.0µg/m31,4-Dioxane 70-130
84.415.218.0µg/m3Ethyl Acetate 70-130
10021.821.7µg/m3Ethylbenzene 70-130
10225.024.6µg/m34-Ethyltoluene 70-130
93.936.038.3µg/m31,1,2-Trichloro-1,2,2-trifluoroethane 70-130
96.519.820.5µg/m3Heptane 70-130
10656.553.3µg/m3Hexachlorobutadiene 70-130
94.316.617.6µg/m3n-Hexane 70-130
95.619.620.5µg/m32-Hexanone 70-130
86.110.612.3µg/m3Isopropyl Alchohol 70-130
90.016.218.0µg/m3Methyl tert-butyl ether (MTBE)70-130
81.416.720.5µg/m34-Methyl-2-Pentanone 70-130
10017.417.4µg/m3Methylene Chloride 70-130
93.124.426.2µg/m3Naphthalene 70-130
Page 4 of 6Date:05/27/2021 12:58 PM
Page 17 of 21
Quality Control Data
21-141-0036Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
NVR-010
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V4691QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V4690
LCS-V4690Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
91.07.848.61µg/m3Propene 70-130
97.120.721.3µg/m3Styrene 70-130
97.633.534.3µg/m31,1,2,2-Tetrachloroethane 70-130
10034.033.9µg/m3Tetrachloroethene 70-130
88.413.014.7µg/m3Tetrahydrofuran 70-130
98.418.518.8µg/m3Toluene 70-130
98.336.537.1µg/m31,2,4-Trichlorobenzene 70-130
87.523.927.3µg/m31,1,1-Trichloroethane 70-130
96.326.327.3µg/m31,1,2-Trichloroethane 70-130
94.025.326.9µg/m3Trichloroethene 70-130
99.227.928.1µg/m3Trichlorofluoromethane 70-130
10124.924.6µg/m31,2,4-Trimethylbenzene 70-130
10225.124.6µg/m31,3,5-Trimethylbenzene 70-130
89.715.817.6µg/m3Vinyl Acetate 70-130
92.111.812.8µg/m3Vinyl Chloride 70-130
98.121.321.7µg/m3o-Xylene 70-130
10144.043.4µg/m3m,p-Xylene 70-130
1004-Bromofluorobenzene (S)70-130
Page 5 of 6Date:05/27/2021 12:58 PM
Page 18 of 21
Quality Control Data
21-141-0036Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
NVR-010
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V4783QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V4782
Associated Lab Samples: 99395, 99396, 99397
LRB-V4782 Matrix: AIRLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/21 12:391.470.164<0.164µg/m3Methyl Ethyl Ketone (MEK)
05/25/21 12:391.470.142<0.142µg/m3Tetrahydrofuran
05/25/21 12:394-Bromofluorobenzene (S)90.2 70-130
LCS-V4782Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
91.813.614.8µg/m3Methyl Ethyl Ketone (MEK)70-130
91.113.414.7µg/m3Tetrahydrofuran 70-130
96.64-Bromofluorobenzene (S)70-130
Page 6 of 6Date:05/27/2021 12:58 PM
Page 19 of 21
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:21-141-0036
Hart & Hickman (Charlotte)
01102
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)?Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Stacy L Ortiz Date & Time:05/21/2021 15:30:03
Special precautions or instructions included?
Comments:
Page 20 of 21
Page 21 of 21

Appendix G
PVC Primer and PVC Glue Material Safety Data Sheets
SAFETY DATA SHEET
1. Identification
Oatey Purple Primer- NSF Listed for PVC and CPVCProduct identifier
Other means of identification
1402CSDS number
Part Numbers: 30755(TV), 30756(TV), 30757(TV), 30758, 30759, 30927, 31480, 31481, 31482,
31483Synonyms
Joining PVC PipesRecommended use
None known.Recommended restrictions
Manufacturer/Importer/Supplier/Distributor information
Company Name Oatey Co.
Address 4700 West 160th St.
Cleveland, OH 44135
Telephone [phone]
E-mail [e-mail]
Transport Emergency Chemtrec 1-800-424-9300 (Outside the US 1-703-527-3887)
Emergency First Aid 1-877-740-5015
Contact person MSDS Coordinator
2. Hazard(s) identification
Category 2Flammable liquidsPhysical hazards
Category 1Physical hazards not otherwise classified
Category 4Acute toxicity, oralHealth hazards
Category 2Skin corrosion/irritation
Category 2ASerious eye damage/eye irritation
Category 3 respiratory tract irritationSpecific target organ toxicity, single exposure
Category 3 narcotic effectsSpecific target organ toxicity, single exposure
Category 1Aspiration hazard
Category 1Health hazards not otherwise classified
Not classified.Environmental hazards
Label elements
Signal word Danger
Hazard statement Highly flammable liquid and vapor. Harmful if swallowed. May be fatal if swallowed and enters
airways. Causes skin irritation. Causes serious eye irritation. May cause respiratory irritation. May
cause drowsiness or dizziness.
Precautionary statement
Prevention Keep away from heat, hot surfaces, sparks, open flames and other ignition sources. No smoking.
Keep container tightly closed. Ground/bond container and receiving equipment. Use
explosion-proof electrical/ventilating/lighting/equipment. Use non-sparking tools. Take action to
prevent static discharges. Avoid breathing mist or vapor. Wash thoroughly after handling. Do not
eat, drink or smoke when using this product. Use only outdoors or in a well-ventilated area. Wear
protective gloves/protective clothing/eye protection/face protection.
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 1 / 9
Response IF SWALLOWED: Immediately call a POISON CENTER or doctor/physician. IF ON SKIN (or hair):
Take off immediately all contaminated clothing. Rinse skin with water. IF INHALED: Remove
victim to fresh air and keep at rest in a position comfortable for breathing. IF IN EYES: Rinse
cautiously with water for several minutes. Remove contact lenses, if present and easy to do.
Continue rinsing. Call a POISON CENTER or doctor/physician if you feel unwell. Rinse mouth. Do
NOT induce vomiting. Take off contaminated clothing and wash it before reuse. In case of fire:
Use appropriate media to extinguish.
Storage Keep cool. Store in a well-ventilated place. Keep container tightly closed. Store locked up.
Disposal Dispose of contents/container in accordance with local/regional/national/international regulations.
Other hazards Frequent or prolonged contact may defat and dry the skin, leading to discomfort and dermatitis.
May form explosive peroxides.
Supplemental information Not applicable.
3. Composition/information on ingredients
Mixtures
67-64-1 25-40Acetone
CAS number %Chemical name
108-94-1 25-40Cyclohexanone
78-93-3 15-30Methyl ethyl ketone
All concentrations are in percent by weight unless ingredient is a gas. Gas concentrations are in percent by volume.
4. First-aid measures
Remove victim to fresh air and keep at rest in a position comfortable for breathing. Call a POISON
CENTER or doctor/physician if you feel unwell.
Inhalation
Take off immediately all contaminated clothing. Wash with plenty of soap and water. If skin
irritation occurs: Get medical advice/attention.
Skin contact
Immediately flush eyes with plenty of water for at least 15 minutes. Remove contact lenses, if
present and easy to do. Continue rinsing. If eye irritation persists: Get medical advice/attention.
Eye contact
Call a physician or poison control center immediately. Do not induce vomiting. If vomiting occurs,
keep head low so that stomach content doesn't get into the lungs. Aspiration may cause
pulmonary edema and pneumonitis.
Ingestion
Irritation of nose and throat. Aspiration may cause pulmonary edema and pneumonitis. Severe eye
irritation. Symptoms may include stinging, tearing, redness, swelling, and blurred vision. May
cause respiratory irritation. Vapors have a narcotic effect and may cause headache, fatigue,
dizziness and nausea. Skin irritation. May cause redness and pain.
Most important
symptoms/effects, acute and
delayed
Provide general supportive measures and treat symptomatically. Thermal burns: Flush with water
immediately. While flushing, remove clothes which do not adhere to affected area. Call an
ambulance. Continue flushing during transport to hospital. In case of shortness of breath, give
oxygen. Keep victim warm. Keep victim under observation. Symptoms may be delayed.
Indication of immediate
medical attention and special
treatment needed
Take off all contaminated clothing immediately. IF exposed or concerned: Get medical
advice/attention. Ensure that medical personnel are aware of the material(s) involved, and take
precautions to protect themselves. Wash contaminated clothing before reuse.
General information
5. Fire-fighting measures
Alcohol resistant foam. Water fog. Dry chemical powder. Carbon dioxide (CO2).Suitable extinguishing media
Do not use water jet as an extinguisher, as this will spread the fire.Unsuitable extinguishing
media
Vapors may form explosive mixtures with air. Vapors may travel considerable distance to a source
of ignition and flash back. During fire, gases hazardous to health may be formed.
Specific hazards arising from
the chemical
Self-contained breathing apparatus and full protective clothing must be worn in case of fire.Special protective equipment
and precautions for firefighters
In case of fire and/or explosion do not breathe fumes. Move containers from fire area if you can do
so without risk.
Fire fighting
equipment/instructions
Use standard firefighting procedures and consider the hazards of other involved materials. Cool
containers exposed to flames with water until well after the fire is out.Specific methods
Highly flammable liquid and vapor. This product contains tetrahydrofuran that may form explosive
organic peroxide when exposed to air or light or with age.
General fire hazards
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 2 / 9
6. Accidental release measures
Keep unnecessary personnel away. Keep people away from and upwind of spill/leak. Keep out of
low areas. Eliminate all ignition sources (no smoking, flares, sparks, or flames in immediate area).
Wear appropriate protective equipment and clothing during clean-up. Avoid inhalation of vapors or
mists. Do not touch damaged containers or spilled material unless wearing appropriate protective
clothing. Ventilate closed spaces before entering them. Local authorities should be advised if
significant spillages cannot be contained. For personal protection, see section 8 of the SDS.
Personal precautions,
protective equipment and
emergency procedures
Eliminate all ignition sources (no smoking, flares, sparks, or flames in immediate area). Take
precautionary measures against static discharge. Use only non-sparking tools. Keep combustibles
(wood, paper, oil, etc.) away from spilled material.
Large Spills: Stop the flow of material, if this is without risk. Dike the spilled material, where this is
possible. Cover with plastic sheet to prevent spreading. Use a non-combustible material like
vermiculite, sand or earth to soak up the product and place into a container for later disposal. Use
water spray to reduce vapors or divert vapor cloud drift. Following product recovery, flush area with
water.
Small Spills: Wipe up with absorbent material (e.g. cloth, fleece). Clean surface thoroughly to
remove residual contamination.
Never return spills to original containers for re-use. This product is miscible in water. For waste
disposal, see section 13 of the SDS.
Methods and materials for
containment and cleaning up
Avoid discharge into drains, water courses or onto the ground.Environmental precautions
7. Handling and storage
Vapors may form explosive mixtures with air. Do not handle, store or open near an open flame,
sources of heat or sources of ignition. Protect material from direct sunlight. Take precautionary
measures against static discharges. All equipment used when handling the product must be
grounded. Use non-sparking tools and explosion-proof equipment. Do not taste or swallow. Avoid
breathing mist or vapor. Avoid contact with skin. Avoid contact with eyes. Avoid prolonged
exposure. Avoid contact with clothing. Provide adequate ventilation. Wear appropriate personal
protective equipment. Observe good industrial hygiene practices. When using, do not eat, drink or
smoke. Wash hands thoroughly after handling.
Precautions for safe handling
Store locked up. Keep away from heat, sparks and open flame. Prevent electrostatic charge
build-up by using common bonding and grounding techniques. Store in original tightly closed
container. Store in a cool, dry place out of direct sunlight. Store in a well-ventilated place. Store
away from incompatible materials (see Section 10 of the SDS). Keep in an area equipped with
sprinklers.
Conditions for safe storage,
including any incompatibilities
8. Exposure controls/personal protection
Occupational exposure limits
US. ACGIH Threshold Limit Values
ValueTypeComponents
STEL 500 ppmAcetone (CAS 67-64-1)
TWA 250 ppm
STEL 50 ppmCyclohexanone (CAS
108-94-1)
TWA 20 ppm
STEL 300 ppmMethyl ethyl ketone (CAS
78-93-3)
TWA 200 ppm
Canada. Alberta OELs (Occupational Health & Safety Code, Schedule 1, Table 2)
ValueTypeComponents
STEL 1800 mg/m3Acetone (CAS 67-64-1)
750 ppm
TWA 1200 mg/m3
500 ppm
STEL 200 mg/m3Cyclohexanone (CAS
108-94-1)
50 ppm
TWA 80 mg/m3
20 ppm
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 3 / 9
Canada. Alberta OELs (Occupational Health & Safety Code, Schedule 1, Table 2)
ValueTypeComponents
STEL 885 mg/m3Methyl ethyl ketone (CAS
78-93-3)
300 ppm
TWA 590 mg/m3
200 ppm
Canada. British Columbia OELs. (Occupational Exposure Limits for Chemical Substances, Occupational Health and
Safety Regulation 296/97, as amended)
ValueTypeComponents
STEL 500 ppmAcetone (CAS 67-64-1)
TWA 250 ppm
STEL 50 ppmCyclohexanone (CAS
108-94-1)
TWA 20 ppm
STEL 100 ppmMethyl ethyl ketone (CAS
78-93-3)
TWA 50 ppm
Canada. Manitoba OELs (Reg. 217/2006, The Workplace Safety And Health Act)
ValueTypeComponents
STEL 500 ppmAcetone (CAS 67-64-1)
TWA 250 ppm
STEL 50 ppmCyclohexanone (CAS
108-94-1)
TWA 20 ppm
STEL 300 ppmMethyl ethyl ketone (CAS
78-93-3)
TWA 200 ppm
Canada. Ontario OELs. (Control of Exposure to Biological or Chemical Agents)
ValueTypeComponents
STEL 750 ppmAcetone (CAS 67-64-1)
TWA 500 ppm
STEL 50 ppmCyclohexanone (CAS
108-94-1)
TWA 20 ppm
STEL 300 ppmMethyl ethyl ketone (CAS
78-93-3)
TWA 200 ppm
Canada. Quebec OELs. (Ministry of Labor - Regulation Respecting the Quality of the Work Environment)
ValueTypeComponents
STEL 2380 mg/m3Acetone (CAS 67-64-1)
1000 ppm
TWA 1190 mg/m3
500 ppm
TWA 100 mg/m3Cyclohexanone (CAS
108-94-1)
25 ppm
STEL 300 mg/m3Methyl ethyl ketone (CAS
78-93-3)
100 ppm
TWA 150 mg/m3
50 ppm
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 4 / 9
Biological limit values
ACGIH Biological Exposure Indices
Value Sampling TimeDeterminant SpecimenComponents
25 mg/l Acetone Urine *Acetone (CAS 67-64-1)
80 mg/l 1,2-Cyclohexan
ediol,with
hydrolysis
Urine *Cyclohexanone (CAS
108-94-1)
8 mg/l Cyclohexanol,
with hydrolysis
Urine *
2 mg/l MEK Urine *Methyl ethyl ketone (CAS
78-93-3)
* - For sampling details, please see the source document.
Exposure guidelines
Canada - Alberta OELs: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
Canada - British Columbia OELs: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
Canada - Manitoba OELs: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
Canada - Ontario OELs: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
Canada - Quebec OELs: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
Canada - Saskatchewan OELs: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
US ACGIH Threshold Limit Values: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
Explosion-proof general and local exhaust ventilation. Good general ventilation (typically 10 air
changes per hour) should be used. Ventilation rates should be matched to conditions. If
applicable, use process enclosures, local exhaust ventilation, or other engineering controls to
maintain airborne levels below recommended exposure limits. If exposure limits have not been
established, maintain airborne levels to an acceptable level. Eye wash facilities and emergency
shower must be available when handling this product.
Appropriate engineering
controls
Individual protection measures, such as personal protective equipment
Wear safety glasses with side shields (or goggles).Eye/face protection
Skin protection
Wear appropriate chemical resistant gloves.Hand protection
Wear appropriate chemical resistant clothing.Other
If engineering controls do not maintain airborne concentrations below recommended exposure
limits (where applicable) or to an acceptable level (in countries where exposure limits have not
been established), an approved respirator must be worn.
Respiratory protection
Wear appropriate thermal protective clothing, when necessary.Thermal hazards
When using, do not eat, drink or smoke. Always observe good personal hygiene measures, such
as washing after handling the material and before eating, drinking, and/or smoking. Routinely wash
work clothing and protective equipment to remove contaminants.
General hygiene
considerations
9. Physical and chemical properties
Appearance
Liquid.Physical state
Translucent liquid.Form
PurpleColor
Solvent.Odor
Odor threshold Not available.
pH Not available.
Melting point/freezing point Not available.
Initial boiling point and boiling
range
151 °F (66.11 °C)
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 5 / 9
Flash point 14.0 - 23.0 °F (-10.0 - -5.0 °C)
Evaporation rate 5.5 - 8
Not available.Flammability (solid, gas)
Upper/lower flammability or explosive limits
Flammability limit - lower
(%)
1.8
Flammability limit - upper
(%)
11.8
Explosive limit - lower (%)Not available.
Explosive limit - upper (%)Not available.
Vapor pressure 145 mm Hg @ 20 C
Vapor density 2.5
Relative density 0.84 +/- 0.02 @20°C
Solubility(ies)
Solubility (water)Negligible
Partition coefficient
(n-octanol/water)
Not available.
Auto-ignition temperature Not available.
Decomposition temperature Not available.
Viscosity Not available.
Other information
Bulk density 7 lb/gal
VOC (Weight %)505 g/l SQACMD Method 24
10. Stability and reactivity
The product is stable and non-reactive under normal conditions of use, storage and transport.Reactivity
Material is stable under normal conditions.Chemical stability
No dangerous reaction known under conditions of normal use.Possibility of hazardous
reactions
Avoid heat, sparks, open flames and other ignition sources. Avoid temperatures exceeding the
flash point. Contact with incompatible materials.
Conditions to avoid
Acids. Strong oxidizing agents. Ammonia. Amines. Isocyanates. Caustics.Incompatible materials
No hazardous decomposition products are known.Hazardous decomposition
products
11. Toxicological information
Information on likely routes of exposure
Inhalation May be fatal if swallowed and enters airways. May cause irritation to the respiratory system.
Vapors have a narcotic effect and may cause headache, fatigue, dizziness and nausea.
Prolonged inhalation may be harmful.
Skin contact Causes skin irritation.
Eye contact Causes serious eye irritation.
Ingestion May be fatal if swallowed and enters airways. Harmful if swallowed.
Symptoms related to the
physical, chemical and
toxicological characteristics
Irritation of nose and throat. Aspiration may cause pulmonary edema and pneumonitis. Severe
eye irritation. Symptoms may include stinging, tearing, redness, swelling, and blurred vision. Skin
irritation. May cause redness and pain. Symptoms of overexposure may be headache, dizziness,
tiredness, nausea and vomiting.
Information on toxicological effects
Acute toxicity May be fatal if swallowed and enters airways. Narcotic effects. May cause respiratory irritation.
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 6 / 9
Test ResultsComponents Species
Acetone (CAS 67-64-1)
LD50 Rabbit
Dermal
Acute
20 ml/kg
LC50 Rat
Inhalation
50 mg/l, 8 Hours
LD50 Rat
Oral
5800 mg/kg
Cyclohexanone (CAS 108-94-1)
LD50 Rabbit
Dermal
Acute
948 mg/kg
LC50 Rat
Inhalation
8000 ppm, 4 hours
LD50 Rat
Oral
800 mg/kg
* Estimates for product may be based on additional component data not shown.
Causes skin irritation.Skin corrosion/irritation
Causes serious eye irritation.Serious eye damage/eye
irritation
Respiratory or skin sensitization
Respiratory sensitization Not available.
This product is not expected to cause skin sensitization.Skin sensitization
No data available to indicate product or any components present at greater than 0.1% are
mutagenic or genotoxic.
Germ cell mutagenicity
Carcinogenicity In 2012 USEPA Integrated Risk Information System (IRIS) reviewed a two species inhalation
lifetime study on THF conducted by NTP (1998). Male rats developed renal tumors and female
mice developed liver tumors while neither the female rats nor the male mice showed similar
results. Because the carcinogenic mechanisms could not be identified clearly in either species for
either tumor, the EPA determined that the male rat and female mouse findings are relevant to the
assessment of carcinogenic potential in humans. Therefore, the IRIS review concludes that these
data in aggregate indicate that there is "suggestive evidence of carcinogenic potential" following
exposure to THF by all routes of exposure.
ACGIH Carcinogens
Acetone (CAS 67-64-1) A4 Not classifiable as a human carcinogen.
Cyclohexanone (CAS 108-94-1) A3 Confirmed animal carcinogen with unknown relevance to
humans.
Canada - Manitoba OELs: carcinogenicity
ACETONE (CAS 67-64-1) Not classifiable as a human carcinogen.
CYCLOHEXANONE (CAS 108-94-1) Confirmed animal carcinogen with unknown relevance to humans.
IARC Monographs. Overall Evaluation of Carcinogenicity
Cyclohexanone (CAS 108-94-1) 3 Not classifiable as to carcinogenicity to humans.
This product is not expected to cause reproductive or developmental effects.Reproductive toxicity
Specific target organ toxicity -
single exposure
Narcotic effects. Respiratory tract irritation.
Specific target organ toxicity -
repeated exposure
Not classified.
Aspiration hazard May be fatal if swallowed and enters airways.
Chronic effects Prolonged inhalation may be harmful.
12. Ecological information
The product is not classified as environmentally hazardous. However, this does not exclude the
possibility that large or frequent spills can have a harmful or damaging effect on the environment.
Ecotoxicity
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 7 / 9
Components Test ResultsSpecies
Acetone (CAS 67-64-1)
Aquatic
LC50Fish > 100 mg/l, 96 hoursFathead minnow (Pimephales promelas)
* Estimates for product may be based on additional component data not shown.
Cyclohexanone (CAS 108-94-1)
Aquatic
LC50Fish 481 - 578 mg/l, 96 hoursFathead minnow (Pimephales promelas)
No data is available on the degradability of this product.Persistence and degradability
No data available.Bioaccumulative potential
Partition coefficient n-octanol / water (log Kow)
Acetone (CAS 67-64-1)-0.24
Cyclohexanone (CAS 108-94-1)0.81
Methyl ethyl ketone (CAS 78-93-3)0.29
No data available.Mobility in soil
Other adverse effects No other adverse environmental effects (e.g. ozone depletion, photochemical ozone creation
potential, endocrine disruption, global warming potential) are expected from this component.
13. Disposal considerations
Collect and reclaim or dispose in sealed containers at licensed waste disposal site. This material
and its container must be disposed of as hazardous waste. Do not allow this material to drain into
sewers/water supplies. Do not contaminate ponds, waterways or ditches with chemical or used
container. Dispose of contents/container in accordance with local/regional/national/international
regulations.
Disposal instructions
Dispose in accordance with all applicable regulations.Local disposal regulations
The waste code should be assigned in discussion between the user, the producer and the waste
disposal company.
Hazardous waste code
Dispose of in accordance with local regulations. Empty containers or liners may retain some
product residues. This material and its container must be disposed of in a safe manner (see:
Disposal instructions).
Waste from residues / unused
products
Since emptied containers may retain product residue, follow label warnings even after container is
emptied. Empty containers should be taken to an approved waste handling site for recycling or
disposal.
Contaminated packaging
14. Transport information
TDG
UN1993UN number
FLAMMABLE LIQUID, N.O.S. (Methyl ethyl ketone, Acetone)UN proper shipping name
3Class
Transport hazard class(es)
-Subsidiary risk
IIPacking group
DEnvironmental hazards
Read safety instructions, SDS and emergency procedures before handling.Special precautions for user
IATA
UN1993UN number
Flammable liquid, n.o.s. (Methyl ethyl ketone, Acetone)UN proper shipping name
3Class
Transport hazard class(es)
-Subsidiary risk
IIPacking group
No.Environmental hazards
3HERG Code
Read safety instructions, SDS and emergency procedures before handling.Special precautions for user
IMDG
UN1993UN number
FLAMMABLE LIQUID, N.O.S. (Methyl ethyl ketone, Acetone)UN proper shipping name
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 8 / 9
3Class
Transport hazard class(es)
-Subsidiary risk
IIPacking group
No.Marine pollutant
Environmental hazards
F-E, S-EEmS
Read safety instructions, SDS and emergency procedures before handling.Special precautions for user
Not available.Transport in bulk according to
Annex II of MARPOL 73/78 and
the IBC Code
15. Regulatory information
This product has been classified in accordance with the hazard criteria of the HPR and the SDS
contains all the information required by the HPR.
Canadian regulations
Controlled Drugs and Substances Act
Not regulated.
Export Control List (CEPA 1999, Schedule 3)
Not listed.
Greenhouse Gases
Not listed.
Precursor Control Regulations
Acetone (CAS 67-64-1) Class B
Methyl ethyl ketone (CAS 78-93-3) Class B
International regulations
Stockholm Convention
Not applicable.
Rotterdam Convention
Not applicable.
Kyoto protocol
Not applicable.
Montreal Protocol
Not applicable.
Basel Convention
Not applicable.
International Inventories
Country(s) or region Inventory name On inventory (yes/no)*
Domestic Substances List (DSL)YesCanada
Non-Domestic Substances List (NDSL)NoCanada
*A "Yes" indicates this product complies with the inventory requirements administered by the governing country(s).
A "No" indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing
country(s).
Toxic Substances Control Act (TSCA) Inventory YesUnited States & Puerto Rico
16. Other Information
21-December-2015Issue date
-Revision date
Version #01
Oatey Co. cannot anticipate all conditions under which this information and its product, or the
products of other manufacturers in combination with its product, may be used. It is the user’s
responsibility to ensure safe conditions for handling, storage and disposal of the product, and to
assume liability for loss, injury, damage or expense due to improper use. The information in the
sheet was written based on the best knowledge and experience currently available.
Disclaimer
Oatey Purple Primer- NSF Listed for PVC and CPVC SDS Canada
926733 Version #: 01 Revision date: - Issue date: 21-December-2015 9 / 9
SAFETY DATA SHEET
1. Identification
PVC Regular Clear CementProduct identifier
Other means of identification
1100EProduct code
Part Numbers: 31012, 31013, 31014, 31015, 31016, 31958, 31959, 31960, 31961Synonyms
Joining PVC PipesRecommended use
None known.Recommended restrictions
Manufacturer/Importer/Supplier/Distributor information
Company Name Oatey Co.
Address 4700 West 160th St.
Cleveland, OH 44135
Telephone [phone]
E-mail [e-mail]
Transport Emergency Chemtrec 1-800-424-9300 (Outside the US 1-703-527-3887)
Emergency First Aid 1-877-740-5015
Contact person MSDS Coordinator
2. Hazard(s) identification
Category 2Flammable liquidsPhysical hazards
Category 4Acute toxicity, oralHealth hazards
Category 2Skin corrosion/irritation
Category 2ASerious eye damage/eye irritation
Category 3 respiratory tract irritationSpecific target organ toxicity, single exposure
Category 3 narcotic effectsSpecific target organ toxicity, single exposure
Category 1Aspiration hazard
Not classified.OSHA defined hazards
Label elements
Signal word Danger
Hazard statement Highly flammable liquid and vapor. Harmful if swallowed. May be fatal if swallowed and enters
airways. Causes skin irritation. Causes serious eye irritation. May cause respiratory irritation. May
cause drowsiness or dizziness.
Precautionary statement
Prevention Keep away from heat/sparks/open flames/hot surfaces. - No smoking. Keep container tightly
closed. Ground/bond container and receiving equipment. Use explosion-proof
electrical/ventilating/lighting equipment. Use only non-sparking tools. Take precautionary
measures against static discharge. Avoid breathing mist or vapor. Wash thoroughly after
handling. Do not eat, drink or smoke when using this product. Use only outdoors or in a
well-ventilated area. Wear protective gloves/protective clothing/eye protection/face protection.
Response If swallowed: Immediately call a poison center/doctor. If on skin (or hair): Take off immediately all
contaminated clothing. Rinse skin with water/shower. If inhaled: Remove person to fresh air and
keep comfortable for breathing. If in eyes: Rinse cautiously with water for several minutes.
Remove contact lenses, if present and easy to do. Continue rinsing. Call a poison center/doctor if
you feel unwell. Rinse mouth. Do NOT induce vomiting. If skin irritation occurs: Get medical
advice/attention. If eye irritation persists: Get medical advice/attention. Take off contaminated
clothing and wash before reuse. In case of fire: Use appropriate media to extinguish.
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 1 / 10
Storage Store in a well-ventilated place. Keep container tightly closed. Keep cool. Store locked up.
Disposal Dispose of contents/container in accordance with local/regional/national/international regulations.
Hazard(s) not otherwise
classified (HNOC)
Frequent or prolonged contact may defat and dry the skin, leading to discomfort and dermatitis.
May form explosive peroxides. Contains a chemical classified by the US EPA as a suspected
possible carcinogen.
Supplemental information
Not applicable.
3. Composition/information on ingredients
Mixtures
78-93-3 25-40Methyl ethyl ketone
CAS number %Chemical name
108-94-1 10-25Cyclohexanone
109-99-9 10-25Furan, Tetrahydro-
67-64-1 5-15Acetone
9002-86-2 5-15Polyvinyl chloride
*Designates that a specific chemical identity and/or percentage of composition has been withheld as a trade secret.
4. First-aid measures
Remove victim to fresh air and keep at rest in a position comfortable for breathing. Call a POISON
CENTER or doctor/physician if you feel unwell.Inhalation
Take off immediately all contaminated clothing. Wash with plenty of soap and water. If skin
irritation occurs: Get medical advice/attention.
Skin contact
Immediately flush eyes with plenty of water for at least 15 minutes. Remove contact lenses, if
present and easy to do. Continue rinsing. If eye irritation persists: Get medical advice/attention.Eye contact
Call a physician or poison control center immediately. Do not induce vomiting. If vomiting occurs,
keep head low so that stomach content doesn't get into the lungs. Aspiration may cause
pulmonary edema and pneumonitis.
Ingestion
Irritation of nose and throat. Aspiration may cause pulmonary edema and pneumonitis. Severe eye
irritation. Symptoms may include stinging, tearing, redness, swelling, and blurred vision. May
cause respiratory irritation. Vapors have a narcotic effect and may cause headache, fatigue,
dizziness and nausea. Skin irritation. May cause redness and pain.
Most important
symptoms/effects, acute and
delayed
Provide general supportive measures and treat symptomatically. Thermal burns: Flush with water
immediately. While flushing, remove clothes which do not adhere to affected area. Call an
ambulance. Continue flushing during transport to hospital. In case of shortness of breath, give
oxygen. Keep victim warm. Keep victim under observation. Symptoms may be delayed.
Indication of immediate
medical attention and special
treatment needed
Take off all contaminated clothing immediately. Ensure that medical personnel are aware of the
material(s) involved, and take precautions to protect themselves. Wash contaminated clothing
before reuse.
General information
5. Fire-fighting measures
Alcohol resistant foam. Water fog. Dry chemical powder. Carbon dioxide (CO2).Suitable extinguishing media
Do not use water jet as an extinguisher, as this will spread the fire.Unsuitable extinguishing
media
Vapors may form explosive mixtures with air. Vapors may travel considerable distance to a source
of ignition and flash back. During fire, gases hazardous to health may be formed.
Specific hazards arising from
the chemical
Self-contained breathing apparatus and full protective clothing must be worn in case of fire.Special protective equipment
and precautions for firefighters
In case of fire and/or explosion do not breathe fumes. Move containers from fire area if you can do
so without risk.
Fire fighting
equipment/instructions
Use standard firefighting procedures and consider the hazards of other involved materials.Specific methods
Highly flammable liquid and vapor. This product contains tetrahydrofuran that may form explosive
organic peroxide when exposed to air or light or with age.General fire hazards
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 2 / 10
6. Accidental release measures
Keep unnecessary personnel away. Keep people away from and upwind of spill/leak. Keep out of
low areas. Eliminate all ignition sources (no smoking, flares, sparks, or flames in immediate area).
Wear appropriate protective equipment and clothing during clean-up. Avoid breathing mist or
vapor. Do not touch damaged containers or spilled material unless wearing appropriate protective
clothing. Ventilate closed spaces before entering them. Local authorities should be advised if
significant spillages cannot be contained. For personal protection, see section 8 of the SDS.
Personal precautions,
protective equipment and
emergency procedures
Eliminate all ignition sources (no smoking, flares, sparks, or flames in immediate area). Take
precautionary measures against static discharge. Use only non-sparking tools. Keep combustibles
(wood, paper, oil, etc.) away from spilled material. This product is miscible in water.
Large Spills: Stop the flow of material, if this is without risk. Use water spray to reduce vapors or
divert vapor cloud drift. Dike the spilled material, where this is possible. Cover with plastic sheet to
prevent spreading. Use a non-combustible material like vermiculite, sand or earth to soak up the
product and place into a container for later disposal. Prevent entry into waterways, sewer,
basements or confined areas. Following product recovery, flush area with water.
Small Spills: Absorb with earth, sand or other non-combustible material and transfer to containers
for later disposal. Wipe up with absorbent material (e.g. cloth, fleece). Clean surface thoroughly to
remove residual contamination.
Never return spills to original containers for re-use. For waste disposal, see section 13 of the SDS.
Methods and materials for
containment and cleaning up
Avoid discharge into drains, water courses or onto the ground.Environmental precautions
7. Handling and storage
Vapors may form explosive mixtures with air. Do not handle, store or open near an open flame,
sources of heat or sources of ignition. Protect material from direct sunlight. Explosion-proof
general and local exhaust ventilation. Take precautionary measures against static discharges. All
equipment used when handling the product must be grounded. Use non-sparking tools and
explosion-proof equipment. Avoid breathing mist or vapor. Avoid contact with eyes, skin, and
clothing. Avoid prolonged exposure. Do not taste or swallow. When using, do not eat, drink or
smoke. Wear appropriate personal protective equipment. Wash hands thoroughly after handling.
Observe good industrial hygiene practices.
Precautions for safe handling
Store locked up. Keep away from heat, sparks and open flame. Prevent electrostatic charge
build-up by using common bonding and grounding techniques. Store in a cool, dry place out of
direct sunlight. Store in original tightly closed container. Store in a well-ventilated place. Store
away from incompatible materials (see Section 10 of the SDS).
Conditions for safe storage,
including any incompatibilities
8. Exposure controls/personal protection
Occupational exposure limits
US. OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050)
ValueTypeComponents
STEL 5 ppmPolyvinyl chloride (CAS
9002-86-2)
TWA 1 ppm
US. OSHA Table Z-1 Limits for Air Contaminants (29 CFR 1910.1000)
ValueType FormComponents
PEL 2400 mg/m3Acetone (CAS 67-64-1)
1000 ppm
PEL 200 mg/m3Cyclohexanone (CAS
108-94-1)
50 ppm
PEL 590 mg/m3Furan, Tetrahydro- (CAS
109-99-9)
200 ppm
PEL 590 mg/m3Methyl ethyl ketone (CAS
78-93-3)
200 ppm
PEL 5 mg/m3 Respirable fraction.Polyvinyl chloride (CAS
9002-86-2)
15 mg/m3 Total dust.
PVC Regular Clear Cement SDS US
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 3 / 10
US. ACGIH Threshold Limit Values
ValueType FormComponents
STEL 750 ppmAcetone (CAS 67-64-1)
TWA 500 ppm
STEL 50 ppmCyclohexanone (CAS
108-94-1)
TWA 20 ppm
STEL 100 ppmFuran, Tetrahydro- (CAS
109-99-9)
TWA 50 ppm
STEL 300 ppmMethyl ethyl ketone (CAS
78-93-3)
TWA 200 ppm
TWA 1 mg/m3 Respirable fraction.Polyvinyl chloride (CAS
9002-86-2)
US. NIOSH: Pocket Guide to Chemical Hazards
ValueTypeComponents
TWA 590 mg/m3Acetone (CAS 67-64-1)
250 ppm
TWA 100 mg/m3Cyclohexanone (CAS
108-94-1)
25 ppm
STEL 735 mg/m3Furan, Tetrahydro- (CAS
109-99-9)
250 ppm
TWA 590 mg/m3
200 ppm
STEL 885 mg/m3Methyl ethyl ketone (CAS
78-93-3)
300 ppm
TWA 590 mg/m3
200 ppm
Biological limit values
ACGIH Biological Exposure Indices
Value Sampling TimeDeterminant SpecimenComponents
50 mg/l Acetone Urine *Acetone (CAS 67-64-1)
80 mg/l 1,2-Cyclohexanediol,with
hydrolysis
Urine *Cyclohexanone (CAS
108-94-1)
8 mg/l Cyclohexanol,
with hydrolysis
Urine *
2 mg/l Tetrahydrofura
n
Urine *Furan, Tetrahydro- (CAS
109-99-9)
2 mg/l MEK Urine *Methyl ethyl ketone (CAS
78-93-3)
* - For sampling details, please see the source document.
Exposure guidelines
US - California OELs: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
US - Minnesota Haz Subs: Skin designation applies
Cyclohexanone (CAS 108-94-1)Skin designation applies.
US - Tennessee OELs: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
US ACGIH Threshold Limit Values: Skin designation
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
Furan, Tetrahydro- (CAS 109-99-9)Can be absorbed through the skin.
US. NIOSH: Pocket Guide to Chemical Hazards
Cyclohexanone (CAS 108-94-1)Can be absorbed through the skin.
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 4 / 10
Explosion-proof general and local exhaust ventilation. Good general ventilation (typically 10 air
changes per hour) should be used. Ventilation rates should be matched to conditions. If
applicable, use process enclosures, local exhaust ventilation, or other engineering controls to
maintain airborne levels below recommended exposure limits. If exposure limits have not been
established, maintain airborne levels to an acceptable level. Eye wash facilities and emergency
shower must be available when handling this product.
Appropriate engineering
controls
Individual protection measures, such as personal protective equipment
Face shield is recommended. Wear safety glasses with side shields (or goggles).Eye/face protection
Skin protection
Wear appropriate chemical resistant gloves.Hand protection
Wear appropriate chemical resistant clothing.Other
If engineering controls do not maintain airborne concentrations below recommended exposure
limits (where applicable) or to an acceptable level (in countries where exposure limits have not
been established), an approved respirator must be worn.
Respiratory protection
Wear appropriate thermal protective clothing, when necessary.Thermal hazards
When using, do not eat, drink or smoke. Always observe good personal hygiene measures, such
as washing after handling the material and before eating, drinking, and/or smoking. Routinely wash
work clothing and protective equipment to remove contaminants.
General hygiene
considerations
9. Physical and chemical properties
Appearance
Liquid.Physical state
Translucent liquid.Form
Clear.Color
Solvent.Odor
Odor threshold Not available.
pH Not available.
Melting point/freezing point Not available.
Initial boiling point and boiling
range
151 °F (66.11 °C)
Flash point -4.0 °F (-20.0 °C)
Evaporation rate 5.5 - 8
Not available.Flammability (solid, gas)
Upper/lower flammability or explosive limits
Flammability limit - lower
(%)
1.8
Flammability limit - upper
(%)
11.8
Explosive limit - lower (%)Not available.
Explosive limit - upper (%)Not available.
Vapor pressure 145 mm Hg @ 20 C
Vapor density 2.5
Relative density 0.9 +/- 0.02
Solubility(ies)
Solubility (water)Negligible
Partition coefficient
(n-octanol/water)
Not available.
Auto-ignition temperature Not available.
Decomposition temperature Not available.
Viscosity 80 - 500 cP
Other information
VOC (Weight %)<510 g/l SCAQMD 1168/M316A
10. Stability and reactivity
The product is stable and non-reactive under normal conditions of use, storage and transport.Reactivity
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 5 / 10
Material is stable under normal conditions.Chemical stability
No dangerous reaction known under conditions of normal use.Possibility of hazardous
reactions
Avoid heat, sparks, open flames and other ignition sources. Avoid temperatures exceeding the
flash point. Contact with incompatible materials.Conditions to avoid
Acids. Strong oxidizing agents. Ammonia. Amines. Isocyanates. Caustics.Incompatible materials
No hazardous decomposition products are known.Hazardous decomposition
products
11. Toxicological information
Information on likely routes of exposure
Inhalation May be fatal if swallowed and enters airways. Headache. Nausea, vomiting. May cause irritation
to the respiratory system. Vapors have a narcotic effect and may cause headache, fatigue,
dizziness and nausea. Prolonged inhalation may be harmful.
Skin contact Causes skin irritation.
Eye contact Causes serious eye irritation.
Ingestion May be fatal if swallowed and enters airways. Harmful if swallowed. Harmful if swallowed. Droplets
of the product aspirated into the lungs through ingestion or vomiting may cause a serious
chemical pneumonia.
Symptoms related to the
physical, chemical and
toxicological characteristics
Irritation of nose and throat. Aspiration may cause pulmonary edema and pneumonitis. Severe
eye irritation. Symptoms may include stinging, tearing, redness, swelling, and blurred vision. May
cause respiratory irritation. Skin irritation. May cause redness and pain. Symptoms of
overexposure may be headache, dizziness, tiredness, nausea and vomiting.
Information on toxicological effects
Acute toxicity May be fatal if swallowed and enters airways. Narcotic effects. May cause respiratory irritation.
Test ResultsComponentsSpecies
Acetone (CAS 67-64-1)
LD50 Rabbit
Dermal
Acute
20 ml/kg
LC50 Rat
Inhalation
50 mg/l, 8 Hours
LD50 Rat
Oral
5800 mg/kg
Cyclohexanone (CAS 108-94-1)
LD50 Rabbit
Dermal
Acute
948 mg/kg
LC50 Rat
Inhalation
8000 ppm, 4 hours
LD50 Rat
Oral
1540 mg/kg
* Estimates for product may be based on additional component data not shown.
Causes skin irritation.Skin corrosion/irritation
Causes serious eye irritation.Serious eye damage/eye
irritation
Respiratory or skin sensitization
Respiratory sensitization Not available.
This product is not expected to cause skin sensitization.Skin sensitization
No data available to indicate product or any components present at greater than 0.1% are
mutagenic or genotoxic.Germ cell mutagenicity
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 6 / 10
Carcinogenicity In 2012 USEPA Integrated Risk Information System (IRIS) reviewed a two species inhalation
lifetime study on THF conducted by NTP (1998). Male rats developed renal tumors and female
mice developed liver tumors while neither the female rats nor the male mice showed similar
results. Because the carcinogenic mechanisms could not be identified clearly in either species for
either tumor, the EPA determined that the male rat and female mouse findings are relevant to the
assessment of carcinogenic potential in humans. Therefore, the IRIS review concludes that these
data in aggregate indicate that there is "suggestive evidence of carcinogenic potential" following
exposure to THF by all routes of exposure.
IARC Monographs. Overall Evaluation of Carcinogenicity
Cyclohexanone (CAS 108-94-1) 3 Not classifiable as to carcinogenicity to humans.
Polyvinyl chloride (CAS 9002-86-2) 3 Not classifiable as to carcinogenicity to humans.
OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050)
Polyvinyl chloride (CAS 9002-86-2) Cancer
This product is not expected to cause reproductive or developmental effects.Reproductive toxicity
Specific target organ toxicity -
single exposure
Narcotic effects. May cause drowsiness and dizziness. Respiratory tract irritation.
Specific target organ toxicity -
repeated exposure
Not classified.
Aspiration hazard May be fatal if swallowed and enters airways.
Chronic effects Prolonged inhalation may be harmful.
12. Ecological information
The product is not classified as environmentally hazardous. However, this does not exclude the
possibility that large or frequent spills can have a harmful or damaging effect on the environment.
Ecotoxicity
Components Test ResultsSpecies
Acetone (CAS 67-64-1)
Aquatic
LC50Fish > 100 mg/l, 96 hoursFathead minnow (Pimephales promelas)
* Estimates for product may be based on additional component data not shown.
Cyclohexanone (CAS 108-94-1)
Aquatic
LC50Fish 481 - 578 mg/l, 96 hoursFathead minnow (Pimephales promelas)
No data is available on the degradability of this product.Persistence and degradability
No data available.Bioaccumulative potential
Partition coefficient n-octanol / water (log Kow)
Acetone (CAS 67-64-1)-0.24
Cyclohexanone (CAS 108-94-1)0.81
Furan, Tetrahydro- (CAS 109-99-9)0.46
Methyl ethyl ketone (CAS 78-93-3)0.29
No data available.Mobility in soil
Other adverse effects No other adverse environmental effects (e.g. ozone depletion, photochemical ozone creation
potential, endocrine disruption, global warming potential) are expected from this component.
13. Disposal considerations
Collect and reclaim or dispose in sealed containers at licensed waste disposal site. This material
and its container must be disposed of as hazardous waste. Do not allow this material to drain into
sewers/water supplies. Do not contaminate ponds, waterways or ditches with chemical or used
container. Dispose of contents/container in accordance with local/regional/national/international
regulations.
Disposal instructions
Dispose in accordance with all applicable regulations.Local disposal regulations
The waste code should be assigned in discussion between the user, the producer and the waste
disposal company.
Hazardous waste code
Dispose of in accordance with local regulations. Empty containers or liners may retain some
product residues. This material and its container must be disposed of in a safe manner (see:
Disposal instructions).
Waste from residues / unused
products
Empty containers should be taken to an approved waste handling site for recycling or disposal.
Since emptied containers may retain product residue, follow label warnings even after container is
emptied.
Contaminated packaging
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 7 / 10
14. Transport information
DOT
UN1133UN number
AdhesivesUN proper shipping name
3Class
Transport hazard class(es)
-Subsidiary risk
3Label(s)
IIPacking group
Read safety instructions, SDS and emergency procedures before handling.Special precautions for user
T11, TP1, TP8, TP27Special provisions
Packaging exceptions
Packaging non bulk
150
201
243Packaging bulk
IATA
UN1133UN number
AdhesivesUN proper shipping name
3Class
Transport hazard class(es)
-Subsidiary risk
IIPacking group
No.Environmental hazards
3LERG Code
Read safety instructions, SDS and emergency procedures before handling.Special precautions for user
IMDG
UN number UN1133
ADHESIVESUN proper shipping name
3Class
Transport hazard class(es)
-Subsidiary risk
IIPacking group
Environmental hazards
Marine pollutant No.
EmS F-E, S-D
Special precautions for user Read safety instructions, SDS and emergency procedures before handling.
Not available.Transport in bulk according to
Annex II of MARPOL 73/78 and
the IBC Code
15. Regulatory information
This product is a "Hazardous Chemical" as defined by the OSHA Hazard Communication
Standard, 29 CFR 1910.1200.
All components are on the U.S. EPA TSCA Inventory List.
US federal regulations
TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D)
Not regulated.
OSHA Specifically Regulated Substances (29 CFR 1910.1001-1050)
Polyvinyl chloride (CAS 9002-86-2)Cancer
Central nervous system
Liver
Blood
Flammability
CERCLA Hazardous Substance List (40 CFR 302.4)
Acetone (CAS 67-64-1)LISTED
Cyclohexanone (CAS 108-94-1)LISTED
Furan, Tetrahydro- (CAS 109-99-9)LISTED
Methyl ethyl ketone (CAS 78-93-3)LISTED
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 8 / 10
Superfund Amendments and Reauthorization Act of 1986 (SARA)
Immediate Hazard - Yes
Delayed Hazard - No
Fire Hazard - Yes
Pressure Hazard - No
Reactivity Hazard - No
Hazard categories
SARA 302 Extremely hazardous substance
Not listed.
NoSARA 311/312 Hazardous
chemical
SARA 313 (TRI reporting)
Not regulated.
Other federal regulations
Clean Air Act (CAA) Section 112 Hazardous Air Pollutants (HAPs) List
Not regulated.
Clean Air Act (CAA) Section 112(r) Accidental Release Prevention (40 CFR 68.130)
Not regulated.
Not regulated.Safe Drinking Water Act
(SDWA)
Drug Enforcement Administration (DEA). List 2, Essential Chemicals (21 CFR 1310.02(b) and 1310.04(f)(2) and
Chemical Code Number
Acetone (CAS 67-64-1)6532
Methyl ethyl ketone (CAS 78-93-3)6714
Drug Enforcement Administration (DEA). List 1 & 2 Exempt Chemical Mixtures (21 CFR 1310.12(c))
Acetone (CAS 67-64-1)35 %WV
Methyl ethyl ketone (CAS 78-93-3)35 %WV
DEA Exempt Chemical Mixtures Code Number
Acetone (CAS 67-64-1)6532
Methyl ethyl ketone (CAS 78-93-3)6714
US state regulations
US. Massachusetts RTK - Substance List
Acetone (CAS 67-64-1)
Cyclohexanone (CAS 108-94-1)
Furan, Tetrahydro- (CAS 109-99-9)
Methyl ethyl ketone (CAS 78-93-3)
US. New Jersey Worker and Community Right-to-Know Act
Acetone (CAS 67-64-1)
Cyclohexanone (CAS 108-94-1)
Furan, Tetrahydro- (CAS 109-99-9)
Methyl ethyl ketone (CAS 78-93-3)
Polyvinyl chloride (CAS 9002-86-2)
US. Pennsylvania Worker and Community Right-to-Know Law
Acetone (CAS 67-64-1)
Cyclohexanone (CAS 108-94-1)
Furan, Tetrahydro- (CAS 109-99-9)
Methyl ethyl ketone (CAS 78-93-3)
US. Rhode Island RTK
Acetone (CAS 67-64-1)
Cyclohexanone (CAS 108-94-1)
Furan, Tetrahydro- (CAS 109-99-9)
Methyl ethyl ketone (CAS 78-93-3)
US. California Proposition 65
California Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65): This material is not known to contain
any chemicals currently listed as carcinogens or reproductive toxins.
International Inventories
Country(s) or region Inventory name On inventory (yes/no)*
Domestic Substances List (DSL)YesCanada
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 9 / 10
Country(s) or region Inventory name On inventory (yes/no)*
*A "Yes" indicates this product complies with the inventory requirements administered by the governing country(s).
A "No" indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing
country(s).
Toxic Substances Control Act (TSCA) Inventory NoUnited States & Puerto Rico
16. Other information, including date of preparation or last revision
05-27-2015Issue date
-Revision date
Version #01
Health: 2
Flammability: 3
Physical hazard: 0
HMIS® ratings
NFPA ratings
02
3
The information in the sheet was written based on the best knowledge and experience currently
available. Oatey Co. cannot anticipate all conditions under which this information and its product,
or the products of other manufacturers in combination with its product, may be used. It is the
user’s responsibility to ensure safe conditions for handling, storage and disposal of the product,
and to assume liability for loss, injury, damage or expense due to improper use.
Disclaimer
SDS USPVC Regular Clear Cement
927170 Version #: 01 Revision date: 11-22-2017 Issue date: 05-27-2015 10 / 10

Appendix H
DEQ Risk Calculator Summary Pages

Version Date:
Basis:
Site Name:
Site Address:
DEQ Section:
Site ID:
Exposure Unit ID:
Submittal Date:
Reviewed By:
North Carolina Department of Environmental Quality
Risk Calculator
June 2021
May 2021 EPA RSL Table
Building 1001 - Worst Case
Old Pineville Road
4928 Old Pineville Road & 649 Scholtz Road, Charlotte, NC
DEQ DWM Brownfields
11061-06-060
Prepared By:
10/4/2021
Matt Vawter
Hart & Hickman, PC
H&H
North Carolina DEQ Risk Calculator
Complete Exposure Pathways
Version Date: June 2021
Basis: May 2021 EPA RSL Table
Site ID: 11061-06-060
Exposure Unit ID: Building 1001 - Worst Case
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
Resident
Non-Residential Worker
CONTAMINANT MIGRATION PATHWAYS
Groundwater
Surface Water
Input Form 1A
VAPOR INTRUSION PATHWAYS
DIRECT CONTACT SOIL AND WATER PATHWAYS
Resident
Non-Residential Worker
Recreator/Trespasser
North Carolina DEQ Risk Calculator
Exposure Point ConcentrationsVersion Date: June 2021
Basis: May 2021 EPA RSL Table
Site ID: 11061-06-060
Exposure Unit ID: Building 1001 - Worst Case
Description of Exposure Point Concentration Selection:
Exposure Point Concentration
(ug/m3)
Notes:CAS Number Chemical Minimum Concentration (Qualifier)
Maximum Concentration (Qualifier)
Units Location of Maximum Concentration
Detection Frequency
987 SS-1001-B 67-64-1 Acetone ug/m3
3140 SS-1001-B 109-99-9 ~Tetrahydrofuran ug/m3
8250 SS-1001-B 78-93-3 Methyl Ethyl Ketone (2-Butanone)ug/m3
Soil Gas Exposure Point Concentration Table
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.If the chemical list is changed from a prior calculator run, remember to select "See All Chemicals" on the data output sheet or newly added chemicals will not be included in risk calculations
North Carolina DEQ Risk Calculator
Risk for Individual Pathways Output Form 1A
Version Date: June 2021
Basis: May 2021 EPA RSL Table
Site ID: 11061-06-060
Exposure Unit ID: Building 1001 - Worst Case
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 0.0E+00 9.4E-02 NO
Indoor Air NC NC NC
Groundwater to Indoor Air NC NC NC
Soil Gas to Indoor Air NC NC NC
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 calculated
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:
DIRECT CONTACT SOIL AND WATER CALCULATORS
Resident
Non-Residential Worker
Recreator/Trespasser
North Carolina DEQ Risk Calculator
DEQ Risk Calculator - Vapor Intrusion - Resident Soil Gas to Indoor Air
Version Date: June 2021
Basis: May 2021 EPA RSL Table
Site ID: 11061-06-060
Exposure Unit ID: Building 1001 - Worst Case
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 987 29.61 -6.5E+03 9.2E-04109-99-9 ~Tetrahydrofuran 3140 94.2 -4.2E+02 4.5E-0278-93-3 Methyl Ethyl Ketone (2-Butanone)8250 247.5 -1.0E+03 4.7E-02
Cumulative:0.0E+00 9.4E-02
All concentrations are in ug/m3
Output Form 3B
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