Chadbourn & Theron_VIMS Upfit Report - Sunflour

VIMS Installation Upfit Report

Suite 100 – Sunflour Baking Company

Camden NoDa
500 and 508 Charles Avenue
Charlotte, North Carolina

Brownfields Project Nos.
Chadbourn Mill: 20086-16-060
Theron Properties: 23035-19-060

June 16, 2023
H&H Job No. CAM-010

#C-1269 Engineering #C-245 Geology
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VIMS Installation Upfit Report Suite 100 – Sunflour Baking Company 500 and 508 Charles Avenue Charlotte, North Carolina Brownfields Project Numbers: 20086-16-060 & 23035-19-060 H&H Job No. CAM-010 Table of Contents

1.0 Introduction ................................................................................................................ 1
2.0 VIMS Installation Inspections and Influence Testing ............................................ 4
2.1 VIMS Installation......................................................................................................4
2.2 VIMS Pilot Influence Testing ...................................................................................5
3.0 VIMS Effectiveness Sampling Activities .................................................................. 7
3.1 Sub-Slab Soil Vapor Sampling .................................................................................7
3.2 Sub-Slab Soil Vapor Sampling Results ....................................................................8
3.3 Vapor Intrusion Evaluation .......................................................................................9
4.0 Summary and Conclusions ..................................................................................... 10

List of Tables
Table 1 Summary of Sub-Slab Soil Vapor Analytical Data
List of Figures
Figure 1 Site Location Map
Figure 2 Site and Surrounding Area Map
Figure 3 Site Development Layout

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List of Appendices

Appendix A VIMS As Built Drawings (VM-2, VM-3, and VM-3A)
Appendix B Product Specifications
Appendix C Photographic Log
Appendix D VIMS Influence Testing Forms and Sampling Field Forms
Appendix E Laboratory Analytical Reports
Appendix F PVC Primer and PVC Glue Material Safety Data Sheets
Appendix G DEQ Risk Calculators (January 2023)

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VIMS Installation Upfit Report
Suite 100 – Sunflour Baking Company 500 and 508 Charles Avenue Charlotte, North Carolina Brownfields Project Numbers: 20086-16-060 & 23035-19-060
H&H Job No. CAM-010 1.0 Introduction

On behalf of CUSA N.C. Holdings, L.P. (Prospective Developer or PD), Hart & Hickman, PC
(H&H) has prepared this report to document vapor intrusion mitigation system (VIMS) upfit
installation inspections, VIMS influence testing, and VIMS efficacy sampling activities completed
for Suite 100 located in the eastern portion of the apartment building on the Chadbourn Mill
Brownfields property (Brownfields Project No. 20086-16-060) and the Theron Properties
Brownfields property (Brownfields Project No. 23035-19-060) located at 500 and 508 Charles
Avenue in Charlotte, Mecklenburg, North Carolina (Site). Suite 100 is being up fit for a restaurant
business called Sunflour Baking Company (Sunflour). A Site location map is included as Figure
1, and a Site and surrounding area map is included as Figure 2.

Redevelopment of the Site is nearing completion and includes construction of a high-density
residential apartment building. The apartment building is one interconnected building, but it is
being completed in stages. For simplicity, the western portion of the building is referred to as the
West Building, which contains residential units on the ground floor, and the eastern portion of the
building is referred to as the East Building, which contains mixed-use residential and commercial
spaces.

To address potential environmental concerns in connection with the Site, a Brownfields Agreement
between the North Carolina Department of Environmental Quality (DEQ) and the original PD was
recorded for Chadbourn Mill on September 1, 2017. On April 3, 2019, the PD purchased the
eastern portion of the Chadbourn Mill Brownfields Property. DEQ issued a Brownfields eligibility
letter for the Theron Properties on July 5, 2019. Land Use Restriction (LUR) No. 11 included in
the Brownfields Agreement generally states that no enclosed building may be constructed on the
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property until DEQ determines in writing that the building would be protective of users from risks
of potential vapor intrusion. In accordance with LUR No. 11 in the Brownfields Agreement for
the Site, H&H prepared a Vapor Intrusion Mitigation Plan (VIMP) – Revision 1 dated May 4,
2020, which was subsequently approved by the DEQ Brownfields Program on June 11, 2020.

Details regarding the VIMS installation for the West Building was provided in the H&H VIMS
Installation Report – West Building, Revision 2 dated January 16, 2023, which received DEQ
compliance approval on January 18, 2023. Details regarding the VIMS installation for the East
Building was provided in the H&H VIMS Installation Report – East Building, dated March 28,
2023, which received DEQ compliance approval on June 2, 2023. This report applies to the VIMS
upfit installation in Suite 100 in the East Building. A layout of the development is depicted on
Figure 3.

The DEQ-approved VIMP includes installation of a VIMS during construction of the building to
minimize the potential for vapor intrusion into the building using a passive sub-slab vapor
extraction system. The VIMS consists of a network of sub-slab horizontal collection piping,
vertical exhaust risers connected to wind-driven turbine ventilators on the building roof, and vapor
barrier below the concrete slabs and long retaining walls. The VIMS as-built drawings depicted
the installed VIMS components are included as Appendix A.

In March 2023, upfit activities began in Suite 100, located in the southern corner of the East
Building, for the restaurant Sunflour. H&H completed VIMS inspections, VIMS influence testing,
and VIMS efficacy testing for Suite 100 in general accordance with the DEQ-approved VIMP. A
summary of the VIMS installation and influence testing activities is provided in Section 2.0. The
VIMS efficacy sampling activities and results are detailed in Section 3.0, and summary and
conclusions based on the installation activities, influence testing, and efficacy sampling are
provided in Section 4.0.

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Engineer’s Certification
According to the DWM Vapor Intrusion Guidance: “Risk-based screening is used to identify sites
or buildings likely to pose a health concern, to identify buildings that may warrant immediate
action, to help focus site-specific investigation activities or to provide support for building
mitigation and other risk management options including remediation.” In addition, this VIMP was
prepared to satisfy the standard vapor intrusion mitigation provisions anticipated to be included in
the Brownfields Agreement. Per the North Carolina Brownfields Property Reuse Act 130A-
310.32, a prospective developer, with the assistance of H&H for this project, is to provide DEQ
with “information necessary to demonstrate that as a result of the implementation of the
brownfields agreement, the brownfields property will be suitable for the uses specified in the
agreement while fully protecting public health and the environment instead of being remediated to
unrestricted use standards.” It is in the context of these risk-based concepts that the H&H
professional engineer makes the following statement:

“The Vapor Intrusion Mitigation System (VIMS) detailed herein was designed to mitigate
intrusion of subsurface vapors into the subject building from known Brownfields Property
contaminants in a manner that is in accordance with the most recent and applicable guidelines
including, but not limited to, DWM Vapor Intrusion Guidance, Interstate Technology &
Regulatory Council (ITRC) guidance, and American National Standards Institute
(ANSI)/American Association of Radon Scientists and Technologists (AARST) standards. The
sealing professional engineer below is satisfied that the design and its installation are fully
protective of public health from known Brownfields Property contaminants.

[SEAL]

Trinh DeSa North Carolina PE (#044470)
Hart & Hickman, PC (#C-1269)
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2.0 VIMS Installation Inspections and Influence Testing
The VIMSs in the East Building operate as several independent sub-slab vapor extraction
mitigation areas separated by slab steps or footers, including a separate system for Suite 100. Each
VIMS mitigation area includes a permeable gravel layer, sub-slab vapor collection piping, a vapor
barrier (vapor liner), riser piping, and wind-driven turbine ventilators. As-built drawings depicting
the layout of the VIMS (VM-2) and the system specifications and details (VM-3 and VM-3A) are
provided in Appendix A. Product specifications for the VIMS components are included in
Appendix B.

2.1 VIMS Installation

Between March 2023 and May 2023, H&H conducted inspections under direction of a North
Carolina (NC) Professional Engineer (PE) during various phases of construction to verify that the
VIMS in Suite 100 was installed in accordance with the DEQ-approved VIMP. During the upfit
activities, no modifications were made to the horizontal piping. Additional clean gravel (washed
#57 stone) was brought onsite to maintain a clean layer of gravel throughout the pour area.
Inspections were completed for the VIMS during the following phases of installation:

1) Inspection of the base course gravel layer, sub-slab piping layout, and monitoring
points prior to installing the vapor liner;
2) Inspection of the vapor liner prior to pouring concrete;
3) Inspection of above-grade vertical riser piping; and
4) Inspection of turbine ventilators and riser pipe connections.

A representative photographic log of installed VIMS components along with inspection checklists
are provided in Appendix C. Based on observations made during the VIMS inspections, the VIMS
was installed in general accordance with the DEQ-approved VIMP. A brief summary of the main
VIMS components and slight modifications to the VIMP are provided in the following paragraphs.

Passive sub-slab vapor extraction is achieved through an interconnected system of 3-inch Schedule
(SCH) 40 PVC vapor collection/conveyance piping installed in a 4-inch permeable gravel layer
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beneath the building. The permeable gravel layer (clean #57) was installed beneath the entirety of
the building to enhance sub-slab vapor transmission and allow for air movement beneath the slab.
The sub-slab vapor collection piping is connected to riser piping which extends vertically through
the building and discharges collected vapors through exhaust stacks installed above the building
roof. Empire Model TV04SS (stainless steel) turbine ventilators were installed on the discharge
end of the exhaust stacks on the roof to enhance the passive system.

VaporBock® 15 (VB-15), a vapor barrier manufactured by Raven Industries (Raven), was
installed above the gravel layer and beneath the concrete slab in the East Building. As an extra
precaution in Suite 100, Raven VaporBock® Plus 20 (VBP-20), a 20-mil vapor barrier, was
installed above the gravel layer in lieu of the VB-15 vapor barrier indicated in the DEQ-approved
VIMP. VBP-20 is a more robust vapor barrier and provides even further resistance to potential
vapor intrusion. The concrete slab was be poured above the installed vapor barrier. In accordance
with manufacturer instructions, the exterior edges of the vapor liner were laid underneath the
footings and attached and sealed to existing concrete utilizing the proper sealant for the vapor liner.
The vapor liners were sealed with Raven VaporSeal™ tape and Raven Butyl Seal double-sided
tape along the exterior, and the seams within the building footprint have a minimum 12-inch
overlap and were sealed with VaporSeal™ tape. Product specifications are provided in Appendix
B.

The VIMS includes one vacuum monitoring point (labeled MP-24) installed within the Suite 100
footprint. The monitoring point is constructed with 2-inch diameter SCH 40 PVC to conduct
effectiveness testing including vacuum influence measurements and for collection of sub-slab
vapor samples for laboratory analysis. The monitoring point was installed in general accordance
with the VIMP.

2.2 VIMS Pilot Influence Testing

In accordance with the DEQ-approved VIMP, on May 4, 2023, post-installation VIMS pilot
influence testing was conducted for Suite 100 after the concrete slab had been poured to evaluate
sub-slab vacuum communication across mitigated areas and verify that sufficient depressurization
can be achieved should an electric fan be needed in the future. H&H connected a standard electric
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radon-style Festa Radon AMG Eagle Extreme fan to the vertical riser piping to model an active
sub-slab depressurization system.

Differential pressure measurements were collected at the corresponding vacuum monitoring point
using a Dwyer series 475 Mark III digital manometer (capable of measuring to 0.001 inches of
water column [in-WC] or 0.25 Pa) to establish baseline conditions prior to use of the electric fan.
Following collection of baseline differential pressure measurements, the electric fan was turned
on and differential pressure measurements were collected at the monitoring point and fan. Results
of the influence test indicated sub-slab vacuum measured at the monitoring point ranged from
0.355 in-WC to 0.358 in-WC, which demonstrates adequate sub-slab system communication, and
that sufficient vacuum can easily be achieved below the slab of each unit. The location of the
permanent monitoring point (denoted by MP nomenclature) is shown on Sheet VM-2 (Appendix
A). The summary table of the influence test results is included in Appendix D.

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3.0 VIMS Effectiveness Sampling Activities

Following successful installation of the VIMS, H&H collected one sub-slab soil vapor sample
from the monitoring point installed within the footprint of Suite 100 to evaluate risk to future
occupants of the building. The sub-slab soil vapor sample was collected in general accordance
with the DEQ-approved VIMP and the DEQ DWM Vapor Intrusion Guidance (Guidance) dated
March 2018. Details of the sub-slab soil vapor sampling activities and results are provided in the
following sections.

3.1 Sub-Slab Soil Vapor Sampling

On May 19, 2023, H&H collected one sub-slab soil vapor sample from the monitoring point (MP-
24) within Suite 100 in accordance with the DEQ-approved VIMP. The sub-slab soil vapor sample
location is shown on Sheet VM-2.

In addition to the sub-slab soil vapor sample described above, one duplicate sub-slab soil vapor
sample (MP-DUP) was collected during the sampling event for quality assurance/quality control
(QA/QC) purposes from parent sample location MP-24. The duplicate sub-slab soil vapor sample
was collected utilizing a laboratory supplied stainless-steel sampling “T” which allows for the
simultaneous collection of two sub-slab soil vapor samples from a monitoring point.

At the sample location, a temporary expandable plug with a quick connect sampling port was
placed within the monitoring point to create an air-tight seal. Teflon sample tubing was then
secured to the sampling port and connected to an airflow regulator and laboratory-supplied
batch-certified 1.4-liter stainless steel Summa canister. The air flow regulator was preset by the
laboratory to collect a sub-slab soil vapor sample at a flow rate no greater than approximately 140
milliliters per minute.

Prior to sample collection, H&H conducted a leak test by placing a shroud around the monitoring
point and sampling train including the Summa canister. The air within the shroud was flooded
with helium vapor and concentrations were measured with a calibrated helium detector. The
helium concentration within the shroud was approximately 10%. A small air pump was connected
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to the sample tubing outside of the shroud and used to purge a minimum of three sample train
volumes into a Tedlar® bag at the sampling point. The helium 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 check indicate that
unacceptable short-circuiting at the monitoring points or within the sampling train was not present.
Sub-slab soil vapor sample field forms completed by sampling personnel are included in Appendix
D.

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

3.2 Sub-Slab Soil Vapor Sampling Results

A tabular summary of the sub-slab soil vapor sample analytical results is provided in Table 1, and
a copy of the laboratory analytical report with chain of custody record is provided as Appendix E.
The sub-slab soil vapor sample laboratory analytical results were compared to the DEQ DWM
Residential and Non-Residential Vapor Intrusion Sub-Slab and Exterior Soil Vapor Screening
Levels (SGSLs) dated January 2023.

The analytical results for the sub-slab soil vapor samples indicate that several VOCs were detected
in each sample at concentrations above laboratory method detection limits (MDLs), but below the
Residential and Non-Residential SGSLs. No compounds were detected above the Residential and
Non-Residential SGSLs. The volatile chlorinated solvent trichloroethene (TCE) was detected in
both samples (0.671 μg/m3 and 0.655 μg/m3) as a laboratory estimated “J-flag” concentration well
below the Residential SGSL of 14 μg/m3. Tetrachloroethene (PCE) was not detected above the
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laboratory MDL in any sample. Acetone, 2-butanone (methyl ethyl ketone), and tetrahydrofuran
were detected at concentrations that are orders of magnitude above the other compounds detected
in each sample. Acetone and 2-butanone are two of the main components in PVC primer, and
tetrahydrofuran is one of the main components in PVC glue. Material safety data sheets for PVC
glue and primer used during construction are included as Appendix F.
3.3 Vapor Intrusion Evaluation
The DEQ DWM Vapor Intrusion SGSLs are conservative and based on a target carcinogenic risk
(TCR) of 1 x 10-6 and a non-carcinogenic target hazard quotient (THQ) of 0.2 for potential non-
carcinogenic risks. The DEQ 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 risk level for non-
carcinogenic risks is a cumulative hazard index (HI) of 1 or less.
H&H utilized the DEQ Risk Calculator (January 2023) to further evaluate potential vapor intrusion
risks at the Site. Because the East Building includes residential units above Suite 100, H&H
modeled a “worst-case” scenario by using the highest concentrations of any compound detected in
the May 2023 sub-slab vapor samples based on a residential use scenario in addition to the non-
residential use scenario because the suite will be used as a commercial restaurant. The calculated
worst-case cumulative LICR and HI values for Suite 100 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 for a residential use scenario
indicate a calculated cumulative LICR of 4.9 x10-7 and a HI value of 0.058 and the results of the
worst-case risk calculations for a non-residential use scenario indicate a calculated
cumulative LICR of 3.7 x10-8 and a HI value of 0.0046. The calculated cumulative residential
use and non-residential use LICR and HI are within the DEQ acceptable levels. Based on the
evaluation, the analytical samples do not indicate that there is unacceptable vapor intrusion
risk from Site contaminants to the occupants of the East Building and Suite 100 and no
further pre-occupancy sampling is recommended.
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4.0 Summary and Conclusions
Installation of the VIMS has been completed for Suite 100 in the East Building on the Chadbourn
Mill and Theron Properties Brownfields Properties. Suite 100 is being up fit for a restaurant
business called Sunflour Baking Company. Results of installation inspections, influence testing,
and effectiveness sampling activities indicate that the VIMS has been successfully installed in
general accordance with the DEQ-approved VIMP.
During the upfit process of Suite 100, H&H conducted VIMS installation inspections to confirm
the system was installed as designed and completed post-installation influence testing and sub-
slab soil vapor sampling activities to evaluate the efficacy of the system. The VIMS installation
inspections and post-installation testing activities were completed in general accordance with the
DEQ-approved VIMP with minor modifications noted herein. A brief summary of the VIMS
installation and post-installation efficacy assessment activities is provided below.
VIMS Installation
VIMS installation has been completed for Suite 100, which consist of a passive sub-slab
depressurization system with vertical extraction piping to the roof connected to wind-driven
turbine ventilators. During installation of the VIMS, H&H personnel, under the 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 installed in general
accordance with the DEQ-approved VIMP.
Sub-Slab Vacuum Influence
H&H completed vacuum influence pilot testing in May 2023. Differential pressure measurements
collected during the pilot test activities (ranged from 0.355 in-WC to 0.358 in-WC) indicated that
adequate vacuum communication beneath the slab was achieved. In addition, sufficient vacuum
(greater than 0.016 in-WC differential pressure) can be achieved by vacuum fans if an active
system is needed in the future.
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Sub-Slab Soil Vapor Assessment
Following the installation of the VIMS, H&H collected one sub-slab soil vapor sample, plus a
duplicate, from Suite 100 to evaluate potential vapor intrusion risks. Laboratory analytical results
of the sub-slab soil vapor samples indicate that no compounds were detected above the DEQ DWM
Residential and Non-Residential Vapor Intrusion SGSLs. TCE was detected at low estimated
concentrations in both samples. PCE was not detected above the laboratory MDLs in either
sample. H&H utilized the DEQ Risk Calculator (January 2023) to calculate the cumulative
carcinogenic and non-carcinogenic risks under a hypothetical worst-case residential-use scenario
by utilizing the highest concentration of each compound detected in the Suite 100 sub-slab soil
vapor samples. The hypothetical worst-case residential use risk calculator results indicate a
cumulative LICR of 4.9 x 10-7 and a HI value of 0.058 and the hypothetical worst-case non-
residential use risk calculator results indicate a cumulative LICR of 3.7 x 10-8 and a HI value of
0.0046. The residential and non-residential LICR and HI are within the DEQ acceptable risk
levels. Based on the evaluation, the analytical samples do not indicate that there is
unacceptable vapor intrusion risk from Site contaminants to the occupants of the East Building
and Suite 100.
Based on the VIMS installation inspections, influence testing, and post-installation sub-slab soil
vapor sampling results, the VIMS is effectively mitigating potential vapor intrusion risks
within Suite 100 and is operating as designed. In accordance with the VIMP, post-construction
sampling consisting of sub-slab vapor sampling from the location for the pre-occupancy
sampling (Section 3.0) will be completed in Summer 2024, approximately 1 year after the pre-
occupancy sampling event. The post-construction sampling events will be performed in
accordance with the procedures outlined in the VIMP and the results will be reported to DEQ.
Table 1
Summary of Sub-Slab Soil Gas Analytical Data
Suite 100 - Sunflour
Chadbourn Mill/Theron Properties
Charlotte, North Carolina
Brownfields Project Nos. 20086-16-060 & 23035-19-060
H&H Job No. Project CAM-010
Location
Sample ID
Date
Units
VOCs (TO-15)
Acetone 1,020 1,030 NE NE
Benzene 0.466 J 0.348 J 12 160
Carbon Disulfide 0.610 J 0.594 J 4,900 61,000
Chloroform 0.424 J 0.414 J 4.1 53
Dichlorodifluoromethane 2.33 J 2.30 J 700 8,800
Methyl Ethyl Ketone (MEK)402 398 35,000 440,000
Methylene Chloride 0.878 J 0.760 J 3,400 53,000
Naphthalene 0.843 J 0.629 J 2.8 36
Tetrachloroethene <0.181 <0.181 280 3,500
Tetrahydrofuran 2,530 2,540 14,000 180000
Toluene 0.749 J 0.734 J 35,000 440,000
Trichloroethene 0.671 J 0.655 J 14 180
Trichlorofluoromethane 1.62 J 1.56 J NE NE
1,2,4-Trimethylbenzene 0.393 J 0.417 J 420 5,300
Risk Calculator (2)
Cumulative LICR
Cumulative HI
Risk Calculator (2)
Cumulative LICR
Cumulative HI
Notes:
1) NC Department of Environmental Quality (DEQ) Vapor Intrusion Sub-slab and Exterior Soil Gas Screening Levels (SGSLs) dated January 2023
and based upon TCR = 1 x 10-6 and THQ = 0.2.
2) DEQ Cumulative Risk Calculator dated January 2023.
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.
VOCs = Volatile Organic Compounds; NE = Not Established
TCR = Target Cancer Risk; THQ = Target Hazard Quotient
LICR = Lifetime Incremental Cancer Risk; HI = Noncarcinogenic Hazard Index
Cumulative LICR and HI were calculated using the residential worst case scenario for Suite 100 in the East Building
and compared to DEQ and EPA acceptable risk levels for potential carcinogenic and noncarcinogenic risks.
J = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration.
Residential Worst Case Calculator Results
4.9 x 10-7
MP-24 / MP-DUP
Suite 100 - Sunflour
5/19/2023
Screening Criteria (1)
Residential
SGSLs Non-Residential SGSLs
μg/m3
Non-Residential Worst Case Calculator Results
3.7 x 10-8
0.0046
Acceptable Risk Levels
<1 x 10-4
<1.0
Acceptable Risk Levels
<1.0
<1 x 10-4
0.058
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6/2/2023
Table 1 (Page 1 of 1)
Hart & Hickman, PC
TITLE
PROJECT
SITE LOCATION MAP
CHADBOURN MILL/THERON PROPERTIES
500 & 508 CHARLES AVENUE
CHARLOTTE, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE:
10-17-2019 0
1CAM-010
SITE
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
CHARLOTTE EAST, NC, 1991
REVISION NO. 0
JOB NO. CAM-010
DATE: 3-10-20
FIGURE NO. 2
CHADBOURN MILL/THERON PROPERTIES
500 & 508 CHARLES AVENUE
CHARLOTTE, NORTH CAROLINA
SITE MAP
LEGEND
SITE BOUNDARY
UNNAMED CREEK
LYNX BLUE LINE LIGHT RAIL
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
N. B
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RESIDENTIAL
DUKE POWER
SUBSTATION
NEESE SAUSAGE COMPANY
(2604 N. DAVIDSON STREET)
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CHARL
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U
E
NOTES:
AERIAL IMAGERY OBTAINED FROM MECKLENBERG COUNTY GIS.
CHARL
E
S

A
V
E
N
U
E
FILLING STATION / AUTO REPAIR
(1950s TO PRESENT)
FORMER BOILER
BUILDING
FORMER CHADBOURN
MILL FACILITY
(PARTIALLY DEMOLISHED)
RESIDENTIAL
REDEVELOPMENT
(UNDER
CONSTRUCTION)
S:
\
A
A
A
-
M
a
s
t
e
r

P
r
o
j
e
c
t
s
\
C
a
m
d
e
n

-

C
A
M
\
C
A
M
-
0
1
0

C
a
m
d
e
n

N
o
D
a

R
e
d
e
v
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l
o
p
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n
t
\
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P
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s
\
F
i
g
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e

2

-

S
i
t
e

M
a
p
.
d
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g
,

F
I
G

2
,

3
/
1
0
/
2
0
2
0

2
:
5
9
:
4
2

P
M
,

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p
e
r
r
y
C
C
C
C
C
C
C
ID
F
.
REVISION NO. 1
JOB NO. CAM-010
DATE: 6-6-23
FIGURE NO. 3
CHADBOURN MILL/THERON PROPERTIES
500 & 508 CHARLES AVENUE
CHARLOTTE, NORTH CAROLINA
SITE DEVELOPMENT LAYOUT
LEGEND
SITE BOUNDARY
UNNAMED CREEK
LYNX BLUE LINE LIGHT RAIL
BUILDINGS FOOTPRINT
PARCEL LINE
BUILDING AREA COMPLETED
BUILDING AREA INCLUDED IN VIMS INSTALLATION REPORT - EAST BUILDING POUR-BACK (SUITE 100)
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
N. B
R
E
V
A
R
D

S
T
R
E
E
T
RESIDENTIAL
DUKE POWER
SUBSTATION
NEESE SAUSAGE COMPANY
(2604 N. DAVIDSON STREET)
JORD
A
N

P
L
A
C
E
CHARL
E
S

A
V
E
N
U
E
N. D
A
V
I
D
S
O
N

S
T
R
E
E
T
M
A
T
H
E
S
O
N

A
V
E
N
U
E
CHARL
E
S

A
V
E
N
U
E
FILLING STATION / AUTO REPAIR(1950s TO PRESENT)
FORMER CHADBOURNMILL FACILITY(PARTIALLY DEMOLISHED)
FORMER BOILERBUILDING
RESIDENTIALREDEVELOPMENT(UNDERCONSTRUCTION)
WEST BUILDING FOOTPRINT
EAST BUILDING
FOOTPRINT
NOTES
1.REFER TO VAPOR INTRUSION MITIGATION SYSTEM (VIMS) INSTALLATION REPORT - WEST BUILDING FOR MORE DETAILS.
2. REFER TO VAPOR INTRUSION MITIGATION SYSTEM
(VIMS) INSTALLATION REPORT - EAST BUILDING
FOR MORE DETAILS.
3.INFORMATION FOR THE VIMS IN THE REMAINING PORTION OF BUILDING (EAST BUILDING - SUITE
100) WILL BE INCLUDED UNDER SEPARATE COVER.
OPEN AIR SPACES(REFER TO SHEET VM-1)
OPEN AIR SPACES/COURTYARD(REFER TO SHEET VM-2)
OPEN AIR SPACES(REFER TO SHEET VM-2)
ELECTRICAL TRANSFORMER
ELECTRICAL TRANSFORMERS
MULTI-LEVEL PARKINGGARAGE FOOTPRINT
EAST BUILDINGF-13 AREA
S:
\
A
A
A
-
M
a
s
t
e
r

P
r
o
j
e
c
t
s
\
C
a
m
d
e
n

-

C
A
M
\
C
A
M
-
0
1
0

C
a
m
d
e
n

N
o
D
a

R
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e
v
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l
o
p
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t
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P
\
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S

I
n
s
t
a
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l

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t

-

W
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s
t

B
l
d
g
\
A
s
-
b
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l
t
s
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e

3

-

B
L
D
G
.
L
a
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o
u
t

M
a
p
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F
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R
.
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g
,

F
I
G

3
,

S
V
i
n
c
e
n
t

Appendix A VIMS As-Built Drawings (VM-2, VM-3 and VM-3A)
SL
O
P
E

D
O
W
N

8
.
4
3
%
SLOPE DOWN 8.13%
SLOP
E

D
O
W
N

7
.
6
9
%
SLOPE

D
O
W
N

7
.
6
9
%
SL
O
P
E

D
O
W
N

8
.
3
3
%
SL
O
P
E

D
O
W
N

5
.
7
7
%
F-8X16.5 F-7X9.5
F-7 F-10
F-13
F-13
F-14
F-14
F-14
F-14
F-15
F-13
F-13
F-14
F-14
F-13
F-12
F-12
F-11
F-13
F-15
F-6
F-6
F-9
F-12.5
F-7
F-8
F-G
F-H
Col.
Col.
Col.
Col.
Col
.
Col.
C-7 C-7
C-7 C-7
C-6 C-6
C-6
C-7
C-7
C-4
C-4
C-4
C-3
C-3
C-3
C-3
C-3
C-3
C-3
C-3
C-3
C-4
C-4
C-4
C-4
C-4
C-4
C-3
C-4
C-4
C-4
C-6
C-7
Col.Col.
SLAB ON GRADE BY OTHERS.
RE: LANDSCAPE
SLP.
SLP.SLP.
SL
P
.
SL
P
.
SL
P
.
SLP.
STAIR 3
ELEV. 2
C-7
C-6
T.O.C.= 702' - 0"T.O.C.= 703' - 0"
T.O.C.= 704' - 0"
T.O.C.= 702' - 0"
T.O.C.= 702' - 0"
T.O.C.= 703' - 2"
T.O.C.= 703' - 2"
CONFIRM FOOTINGELEVATION W/ELEV. MFG.
F-I
T.O.C.= 702' - 0"
T.O.C.= 701' - 6"
T.O.C.= 702' - 0"
SL
O
P
E

D
O
W
N

2
.
5
5
%
SLO
P
E

D
O
W
N

2
.
5
5
%
SLOPE DOWN 7.89%
SLO
P
E

D
O
W
N

8
.
0
0
%
T.O.C.= 703' - 11 3/4"
SL
P
.
SLP
.
SLP.
SLP.
SL
P
.
SLP.
SLP.
SLP.
SLP
.
SL
P
.
SLP
.
SLP
.
SLP
.
SLP
.
SLP.
SLP.
ELEV. 3
T.O.C.= 704' - 0"T.O.C.= 704' - 0"T.O.C.= 702' - 6"
T.O.C.= 704' - 0"
T.O.C.= 703' - 2"
T.O.C.= 703' - 6"
F-10 F-10
F-11
F-10
F-9
F-10
F-9
F-J
C-1
C-1
C-1
C-1
C-1
C-1 C-1
C-1 C-1
CONFIRM FOOTINGELEVATION W/ELEV. MFG.
SLP
.
SLP.
SL
P
.
SL
P
.
SLP.
SLP.
SLP.
T.O.C.= 702' - 6"
T.O.C.= 704' - 0"
T.O.C.= 700' - 0"
T.O.C.= 697' - 3 5/8"
T.O.C.= 698' - 11 3/4"
STAIR 4
ELEV. 3
ELEV. 4
STAIR 5
STAIR 3
ELEV. 2
F-1
F-2 F-3
F-4
F-6
F-7
F-8
F-5
F-10
F-9
F-11
F-12
F-13
F-14
F-15
F-16
STAIR 7
PRECAST GARAGE STRUCTURE
BY OTHERS BEARING ONTOCAST-IN-PLACE FOUNDATIONS
SUB-SLAB SAMPLE
SUB-SLAB SAMPLE
SUB-SLAB SAMPLE
SUB-SLAB SAMPLE
SUB-SLAB SAMPLE
SUB-SLAB SAMPLE
SUB-SLAB SAMPLE
MP-11
MP-12
MP-13
MP-14 MP-15
MP-16MP-17
MP-18
MP-19
MP-20
MP-21
MP-22
MP-23
MP-24
MP-25
MP-26
MP-27
MP-28
MP-30
MP-31
MP-29
SUB-SLAB
SAMPLE
OPEN AIR
CORRIDOR
OPEN AIR
PATIO SPACE
ELECTRICAL ROOM
SPRINKLER ROOM
LOADING / MOVE-IN
STORAGE
BIKE STORAGE
TRASH / RECYCLING
ROOMS
STORAGE
EXHAUST
LEGEND
SLAB GRADE CHANGE
FOOTING
INTERIOR COLUMN
F-13 AREA (WEST BUILDING)
RETAIL / COMMERCIAL SPACE
THICKENED SLAB
EXTENT OF VAPOR LINER (RAVEN VAPORBLOCK-15)
3" DIA SCH 40 SLOTTED PVC PIPE
3" DIA SCH 40 SOLID PIPE
2" DIA SCH 40 SLOTTED PVC PIPE
3" DIA SCH 40 SOLID PVC VERTICAL RISER LOCATION WITH
FAN IDENTIFICATION NUMBER
(REFER TO DETAIL NUMBER 27 ON SHEET VM-3A)
2" DIA SOLID PVC PRESSURE MONITORING POINT
PERMANENT VAPOR PIN MONITORING POINT
INDICATES LOCATION OF SUB-SLAB SOIL-GAS ANALYTICAL
SAMPLE. REFER TO SECTION 4.2 OF THE VAPOR INTRUSION
MITIGATION PLAN.
NOTES:
1. FIRST FLOOR LEVEL OF BUILDING SHOWN. REFER TO
STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR FINAL
BUILDING LAYOUT.
2. DIA = DIAMETER
SCH = SCHEDULE
T.O.C. = TOP OF CONCRETE
ELEV. = ELEVATOR
TYP. = TYPICAL
3. SECTION OF EAST BUILDING NEAR F-13 AND MP-30 WILL BE
TURNED OVER TO OCCUPANTS WITH THE WEST BUILDING (VM-1).
REFER TO VIMS INSTALLATION REPORT - WEST BUILDING.
H&H NO. CAM-010
VIMS LAYOUT -
EAST BUILDING
JUNE 16, 2023
VM-2
VAPOR MITIGATION PLAN PREPARED BY:
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
PROFESSIONAL
APPROVAL
SEE DETAIL 22 & 24/VM-3A
SEE DETAIL 21/VM-3A
SEE DETAIL 1/VM-3
SEE DETAIL 29/VM-3A
SEE DETAIL 6/VM-3
SEE DETAIL 19/VM-3A
SEE DETAIL 20/VM-3A
SEE DETAIL 5/VM-3
SEE DETAIL 7/VM-3
SEE DETAIL 23 & 24/VM-3A
SEE DETAIL 2/VM-3
SEE DETAIL 10/VM-3
SEE DETAIL 17/VM-3
SEE DETAIL 18/VM-3 SEE DETAIL 12/VM-3 & 27/VM-3A
SEE DETAIL 13/VM-3
SEE DETAIL 8/VM-3
SEE DETAIL 9/VM-3
SEE DETAIL 11/VM-3
SEE DETAIL 18/VM-3 & 27/VM-3A
3" TO 2" SCH 40
PVC REDUCER
3" TO 2" SCH 40 PVC
REDUCER (TYP)
45-DEGREE SCH 40
PVC ELBOW (TYP)
45-DEGREE SCH 40
PVC ELBOW (TYP)
SCH 40 PVC TEE
(TYP)
SEE DETAIL 4/VM-3
SCH 40 PVC CROSS
(TYP)
SEE DETAIL 16/VM-3
SEE DETAIL 16/VM-3
DEEP SLAB STEP
SEE DETAIL 15/VM-3
SEE DETAIL 4/VM-3
TRUEWYE PVC FITTING OR
OTHERWISE FIELD FABRICATED
WITH PVC FITTINGS (TYP)
3" SCH 40 PVC TEE
(TYP)
3" VENT CAP AT ENDS
OF SLOTTED PIPE(TYP)
3" VENT CAP AT ENDS
OF SLOTTED PIPE(TYP)
3" SCH 40 PVC WYE
(TYP)
F-8
45-DEGREE SCH 40
PVC ELBOW (TYP)
90-DEGREE SCH 40
PVC ELBOW (TYP)
SEE DETAIL 1/VM-3
AS-BUILT
EAST BUILDING &
SUITE 100
(SUNFLOUR)
SUB-SLAB SAMPLE
OPEN AIR
COURTYARD
OPEN AIR
SPACE
SEE DETAIL 30/VM-3A SEE DETAIL 25/VM-3A
CA
M
D
E
N

N
O
D
A
CH
A
D
B
O
U
R
N

M
I
L
L

A
N
D

T
H
E
R
O
N

P
R
O
P
E
R
T
I
E
S
#2
0
0
8
6
-
1
6
-
0
6
0

A
N
D

2
3
0
3
5
-
1
9
-
0
6
0
50
0

&

5
0
8

C
H
A
R
L
E
S

A
V
E
CH
A
R
L
O
T
T
E
,

N
O
R
T
H

C
A
R
O
L
I
N
A
06/16/23
EAST BUILDING - F-13 AREA
SEE DETAIL 30/VM-3A
SUITE 100 -
SUNFLOUR
SUITE 108 - VACANT POUR-BACK
SPACE. NO CONCRETE SLAB
ABOVE VAPOR BARRIER AS OF
THE DATE OF THIS DRAWING
SEE DETAIL 22 & 24/VM-3A
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o
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t
s
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A
-
M
a
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P
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c
t
s
\
C
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d
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n

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C
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\
C
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-
0
1
0

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a
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n

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a
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t

B
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d
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\
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-
b
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L
a
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A
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-
b
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d
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SUB-SLAB SAMPLE
VIMS VAPOR LINER AND BASE COURSE (TYP)1
VAPOR LINER (SEE SPECIFICATION #1)
CONCRETE FLOOR SLAB
SUB-BASE
NTSVM-3
VIMS SLOTTED COLLECTION PIPING (TYP)2
3" SCH 40 THREADED FLUSH JOINT
SLOTTED PVC PIPE (0.020" SLOT WIDTH,
1/8" SLOT SPACING)
SET WITHIN MIN 5" BASE COURSE
(SEE SPECIFICATION #2)
VAPOR LINER (SEE SPECIFICATION #1)
SUB-BASE
NTS
CONCRETE FLOOR SLAB
VM-3
BASE COURSE - CLEAN # 57 STONE (WASHED
WITH NO FINES), MIN 5" THICK BENEATH VIMS
VAPOR LINER
VAPOR LINER
(SEE SPECIFICATION #1)
CMU WALL (NOT PRESENT
IN ALL LOCATIONS)
VIMS AT CMU WALL FOUNDATION (TYP)
NTS
8
VM-3
BASE COURSE
(SEE SPECIFICATION #1)
SUB-BASE
CONCRETE FLOOR SLAB
DIS
T
A
N
C
E

V
A
R
I
E
S
VIMS AT DEEP SLAB STEP (TYP)15
VM-3
SUB-BASE
VAPOR LINER
(SEE SPECIFICATION #1)
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER SEALED TO
CONCRETE PER MANUFACTURER
INSTRUCTIONS. IF WATERPROOFING
IS PRESENT, INSTALL VAPOR LINER
ON OUTSIDE OF WATERPROOFING
SO VAPOR LINER IS BETWEEN
WATERPROOFING AND BACKFILLED
SOIL
WATERPROOFING
T.O.C.
T.O.C.
T.O.C.
CONCRETE
FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
(SEE SPECIFICATION #1)
SUB-BASE
VIMS AT INTERIOR GRADE BEAM (TYP)
NTS
4
VM-3
COLUMN BLOCKOUT
VIMS AT EXTERIOR COLUMN (TYP)
NTS
13
VM-3
T.O.C.
SUB-BASE
CONCRETE
FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
(SEE SPECIFICATION #1)
CIP CONCRETE COLUMN
EXTERIOR GRADE
T.O.F.
VAPOR LINER SEALED
TO CONCRETE PER
MANUFACTURERS
INSTRUCTIONS
(VARIES)
COLUMN BLOCKOUT
VIMS AT INTERIOR COLUMN (TYP)
NTS
11
VM-3
SUB-BASE
CONCRETE FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
(SEE SPECIFICATION #1)
T.O.F.
CIP CONCRETE COLUMN
CONCRETE FOOTING
T.O.C.
VAPOR LINER SEALED OUTSIDE OF
CONCRETE COLUMN PER
MANUFACTURER INSTRUCTIONS
VIMS AT EXTERIOR GRADE BEAM (TYP)
NTSVM-3
10
CONCRETE FLOOR SLAB
VAPOR LINER SEALED TO CONCRETE
PER MANUFACTURERS INSTRUCTIONS
VAPOR LINER
(SEE SPECIFICATION #1)
BASE COURSE
(SEE SPECIFICATION #1)
SUB-BASE
EXTERIOR GRADE
(VARIES)
EXTERIOR WALL / FINISH
(NOT PRESENT IN ALL LOCATIONS)
VIMS AT SLAB DROP (TYP)
NTS
16
VM-3
SUB-BASE
CONCRETE FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
(SEE SPECIFICATION #1)T.O.C.
T.O.C.
T.O.C.
CONCRETE
FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
SUB-BASE
VIMS PIPING THROUGH INTERIOR GRADE BEAM WITH RISER DUCT PIPING (TYP)
NTS
6
VM-3
SOLID 3"
SCH 40 PVC
VAPOR LINER SEALED TO PIPE PER
MANUFACTURER INSTRUCTIONS
SINGLE OR DOUBLE STUD
SEPARATION WALL
PROVIDE PIPE SUPPORT TO PREVENT
LOW POINT IN SOLID PIPE. MAINTAIN 1%
SLOPE TOWARD SLOTTED SECTION OF
PIPE (SEE SPECIFICATION #2)
VAPOR LINER
(SEE SPECIFICATION #1)
SOLID TO SLOTTED 3" SCH 40
PVC PIPE TRANSITION (SLIP
COUPLING OR THREADED JOINT)
VAPOR LINER BENEATH
GRADE BEAM
3" SCH 40 PVC RISER DUCT PIPE
(SEE SPECIFICATION #3 & #4)
3" SCH 40 PVC TEE
T.O.C.
CONCRETE
FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
SUB-BASE
VIMS PIPING THROUGH INTERIOR GRADE BEAM (TYP)
NTS
5
VM-3
SOLID 3"
SCH 40 PVC
VAPOR LINER SEALED TO PIPE PER
MANUFACTURER INSTRUCTIONS
PROVIDE PIPE SUPPORT TO PREVENT
LOW POINT IN SOLID PIPE. MAINTAIN 1%
SLOPE TOWARD SLOTTED SECTION OF
PIPE (SEE SPECIFICATION #2)
VAPOR LINER
(SEE SPECIFICATION #1)
SOLID TO SLOTTED 3" SCH 40
PVC PIPE TRANSITION (SLIP
COUPLING OR THREADED JOINT)
VAPOR LINER BENEATH
GRADE BEAM
SINGLE OR DOUBLE STUD
SEPARATION WALL
FOAM PIPE SLEEVE (SEE
SPECIFICATION #11)
T.O.C.
BASE COURSE
(SEE SPECIFICATION #1)SUB-BASE
VIMS AT SLAB ON GRADE WITH RISER DUCT PIPING (TYP)
NTS
3
VM-3
SOLID 3" SCH 40 PVC
VAPOR LINER SEALED TO PIPE PER
MANUFACTURER INSTRUCTIONS
VAPOR LINER
(SEE SPECIFICATION #1)
SOLID TO SLOTTED 3" SCH 40
PVC PIPE TRANSITION (SLIP
COUPLING OR THREADED JOINT)
3" SCH 40 PVC RISER DUCT PIPE
(SEE SPECIFICATION #3 & #4)DOUBLE STUD TENANT
SEPARATION WALLS
3" SCH 40 PVC TEE
VAPOR LINER
(SEE SPECIFICATION #1)
CMU WALL
VIMS PIPING THROUGH CMU WALL FOUNDATION (TYP)
NTS
9
VM-3
BASE COURSE
(SEE SPECIFICATION #1)
SUB-BASE
CONCRETE FLOOR SLAB
SOLID 3"
SCH 40 PVC
PROVIDE PIPE SUPPORT TO PREVENT LOW POINT IN SOLID
PIPE. MAINTAIN 1% SLOPE TOWARD SLOTTED SECTION OF
PIPE (SEE SPECIFICATION #2)
VAPOR LINER SEALED TO PIPE PER
MANUFACTURER INSTRUCTIONS
SOLID TO SLOTTED 3" SCH 40 PVC
PIPE TRANSITION (SLIP COUPLING
OR THREADED JOINT)
FOAM PIPE SLEEVE (SEE
SPECIFICATION #11)
COLUMN BLOCKOUT
VIMS PIPING AT INTERIOR COLUMN WITH RISER DUCT PIPING (TYP)
NTS
12
VM-3
SUB-BASE
CONCRETE FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
(SEE SPECIFICATION #1)
CIP CONCRETE COLUMN
CONCRETE FOOTING
VAPOR LINER SEALED
TO PIPE PER
MANUFACTURER
INSTRUCTIONS
SOLID TO SLOTTED 3" SCH
40 PVC PIPE TRANSITION
(SLIP COUPLING OR
THREADED JOINT)
3" SCH 40 PVC
90-DEGREE ELBOW
3" SCH 40 PVC RISER DUCT PIPE.
POSITION RISER PIPE WITHIN
STUD WALLS OR ALONG
INTERIOR WALLS IN VAULTED
AREAS ON UPPER FLOORS (SEE
SPECIFICATIONS #3 & #4)
T.O.C.
VAPOR LINER SEALED OUTSIDE OF
CONCRETE COLUMN PER
MANUFACTURER INSTRUCTIONS
FOAM PIPE SLEEVE (SEE
SPECIFICATION #11)
VIMS AT SLAB STEP (TYP)
NTS
14
VM-3
SUB-BASE
CONCRETE FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
(SEE SPECIFICATION #1)
T.O.C.
T.O.C.
NOTE: SLAB HEIGHT VARIES
VIMS PIPING THROUGH SLAB DROP (TYP)
NTS
17
VM-3
SUB-BASE
CONCRETE FLOOR SLAB
VAPOR LINER
(SEE SPECIFICATION #1)
T.O.C.
T.O.C.
BASE COURSE
(SEE SPECIFICATION #1)
SOLID TO SLOTTED 3" SCH 40 PVC
PIPE TRANSITION (SLIP COUPLING OR
THREADED JOINT)
3" SCH 40 PVC
90-DEGREE ELBOW
VAPOR LINER SEALED
TO PIPE PER
MANUFACTURER
INSTRUCTIONS
SOLID 3" SCH 40 PVC
(SEE SPECIFICATION #5)
FOAM PIPE SLEEVE (SEE
SPECIFICATION #11)
VIMS PIPING THROUGH SLAB DROP WITH RISER DUCT PIPING (TYP)
NTS
18
VM-3
SUB-BASE
VAPOR LINER
(SEE SPECIFICATION #1)
T.O.C.
T.O.C.
BASE COURSE
(SEE SPECIFICATION #1)
SOLID TO SLOTTED 3" SCH 40 PVC
PIPE TRANSITION (SLIP COUPLING
OR THREADED JOINT)
3" SCH 40 PVC
90-DEGREE ELBOW
VAPOR LINER SEALED TO PIPE
PER MANUFACTURER
INSTRUCTIONS
SOLID 3" SCH 40 PVC
(SEE SPECIFICATION #2)STUD WALLS
SOLID 3" SCH 40 PVC
RISER DUCT PIPE
(SEE SPECIFICATION #2)
3" SCH 40 PVC
90-DEGREE TEE
FOAM PIPE SLEEVE (SEE
SPECIFICATION #11)
T.O.C.
CONCRETE
FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
SUB-BASE
SOLID PIPE CONNECTOR THROUGH INTERIOR GRADE BEAM (TYP)
NTS
7
VM-3
SOLID 3"
SCH 40 PVC
VAPOR LINER SEALED TO PIPE PER
MANUFACTURER INSTRUCTIONS
SINGLE OR DOUBLE STUD
SEPARATION WALL
VENT PIPE
PROTECTION SCREEN
PROVIDE PIPE SUPPORT TO PREVENT
LOW POINT IN SOLID PIPE. MAINTAIN 1%
SLOPE TOWARD SLOTTED SECTION OF
PIPE (SEE SPECIFICATION #2)
VAPOR LINER
(SEE SPECIFICATION #1)
VAPOR LINER BENEATH
GRADE BEAM
FOAM PIPE SLEEVE (SEE
SPECIFICATION #11)
NOTES:
VIMS = VAPOR INTRUSION MITIGATION SYSTEM
T.O.C. = TOP OF CONCRETE
T.O.F. = TOP OF FOOTING
TYP = TYPICAL
SCH = SCHEDULE
PVC = POLYVINYL CHLORIDE
CMU = CONCRETE MASONRY UNIT
ALL PIPE MEASUREMENTS ARE BY DIAMETER
H&H NO. CAM-010
VIMS LAYOUT
SECTION DETAILS
VM-3
VAPOR MITIGATION PLAN PREPARED BY:
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
CA
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PROFESSIONAL
APPROVAL
FOAM PIPE SLEEVE (SEE
SPECIFICATION #11)
JUNE 16, 2023
AS-BUILT
EAST BUILDING &
SUITE 100
(SUNFLOUR)
06/16/23
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SLP.
VIMS AT RAMP UP (TYP)
NTS
19
VM-3A
VAPOR LINER
(SEE SPECIFICATION #1)CONCRETE FLOOR SLAB
SUB-BASE
SLOTTED 3-INCH
SCH 40 PIPEBASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
T.O.C.
22
NTS
VAPOR LINER PENETRATION SEALED TO
PIPE PER MANUFACTURER INSTRUCTIONS
2" SCH 40 PVC 90 DEGREE ELBOW
2" VENT PIPE PROTECTION
SCREEN OR OPEN PIPE
BASE COURSE
(SEE SPECIFICATION #1)
VIMS MONITORING POINT (TYP)
2" SOLID SCH 40 PVC
VM-3A
VAPOR LINER
(SEE SPECIFICATION #1)
FLOOR CLEANOUT, ADJUSTABLE,
4" DIA ZURN INDUSTRIES
MODEL #CO2450-PV4 (OR ENGINEER
APPROVED EQUIVALENT)
SEE DETAIL 26/VM-3
TOP OF THICKENED
SLAB TURNDOWN
VENT PIPE
PROTECTION SCREEN
BASE COURSE
(SEE SPECIFICATION #1)
FLOOR CLEANOUT, ADJUSTABLE,
4" DIA ZURN INDUSTRIES
MODEL #CO2450-PV4 (OR ENGINEER
APPROVED EQUIVALENT)
SEE DETAIL 26/VM-3
VAPOR LINER PENETRATION SEALED TO
PIPE PER MANUFACTURER
INSTRUCTIONS
2" SOLID SCH 40
PVC (APPROXIMATE 5 FT LENGTH)
2" SCH 40
PVC 90 DEGREE ELBOW
FLUSH WITH
FINISHED FLOOR
PROVIDE PIPE SUPPORT TO PREVENT LOW POINT
IN SOLID SECTION OF PIPE. MAINTAIN MINIMUM
1% SLOPE TOWARD SLOTTED SECTIONS OF PIPE.
(SEE SPECIFICATION #2)
23
NTSVM-3A
VIMS MONITORING POINT AT GRADE BEAM / THICKENED SLAB WITH EXTENDED INTAKE PIPE
FOAM PIPE SLEEVE (SEE
SPECIFICATION #11)
FINISHED FLOOR SLAB
2" SCH 40 PVC SET WITHIN GRAVEL LAYER
(SEE DETAIL 12 & 13/VM3)
2" DRAIN EXPANSION TEST PLUG
BASE COURSE
(SEE SPECIFICATION #1)
FLOOR CLEANOUT, ADJUSTABLE, 4" DIA ZURN
INDUSTRIES MODEL #CO2450-PV4 (OR
ENGINEER APPROVED EQUIVALENT) FLUSH
WITH FINISHED FLOOR
VIMS MONITORING POINT - TYPICAL DETAIL VIEW
NTS
24
VM-3A
4" x 2" FLUSH REDUCER
BUSHING
VAPOR BARRIER PENETRATION SEALED TO
PIPE PER MANUFACTURER INSTRUCTIONS
2" SCH 40 PVC 90 DEGREE STREET ELBOW
2" VENT PIPE PROTECTION
SCREEN OR OPEN PIPE
VIMS TURBINE VENTILATOR FAN & EXHAUST (TYPICAL)27
NTS
TURBINE VENTILATOR FAN
(EMPIRE MODEL TV04SS)
ELECTRICAL JUNCTION BOX FOR POTENTIAL FUTURE
VACUUM FAN (REFER TO SPECIFICATION #4)
4" X 3" PVC COUPLING
RISER DUCT PIPE THROUGH ROOF
FLASHING
ROOFTOP
VM-3A
STAIR STRINGER
SUB-BASE
BASE COURSE
(SEE SPECIFICATION #1)
CONCRETE FLOOR
SLAB
21
NTSVM-3A
VIMS AT STAIR TURNDOWN (TYP)
VAPOR LINER BENEATH
STAIR TURNDOWN
VAPOR LINER
(SEE SPECIFICATION #1)
28
NTSVM-3A
VIMS AT ELEVATOR PIT (TYP)
2-FT TO 3-FT THICK CONCRETE
FOOTER WITH REBAR
REINFORCEMENT
VAPOR LINER SEALED TO OUTSIDE
OF WATERPROOFING PER
MANUFACTURER INSTRUCTIONS
WATERPROOFING MEMBRANE
WITH DRAINAGE MAT
SUB-BASE
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
(SEE SPECIFICATION #1)
T.O.C.
8" CONCRETE WALLS WITH
REBAR REINFORCEMENT
SLP.
VIMS AT RAMP DOWN (TYP)
NTS
20
VM-3A
SUB-BASE
SLOTTED 3-INCH
SCH 40 PIPE
VAPOR LINER
(SEE SPECIFICATION #1)CONCRETE FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
T.O.C.
TOP OF THICKENED
SLAB TURNDOWN
VENT PIPE
PROTECTION SCREEN
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER PENETRATION SEALED TO
PIPE PER MANUFACTURER
INSTRUCTIONS
2" SOLID SCH 40
PVC (APPROXIMATE 5 FT LENGTH)
2" SCH 40
PVC 90 DEGREE ELBOWPROVIDE PIPE SUPPORT TO PREVENT LOW POINT
IN SOLID SECTION OF PIPE. MAINTAIN MINIMUM
1% SLOPE TOWARD SLOTTED SECTIONS OF PIPE.
(SEE SPECIFICATION #2)
25
NTSVM-3A
VIMS MONITORING POINT AT WALL CONNECTION
12" X 12" WALL
ACCESS PANEL
INTERIOR 6" STUD WALL
2" DRAIN EXPANSION TEST PLUG
POSITION TOP OF 2" PIPE MINIMUM 8"
FROM TOP OF ACCESS PANEL DOOR
26
NTS
VAPOR LINER PENETRATION SEALED TO
PIPE PER MANUFACTURER INSTRUCTIONS
2" SCH 40 PVC 90 DEGREE ELBOW
2" VENT PIPE PROTECTION
SCREEN OR OPEN PIPE
BASE COURSE
(SEE SPECIFICATION #1)
VIMS MONITORING POINT WITHIN UTILITY ROOM (TYP)
2" SOLID SCH 40 PVC
VM-3A
VAPOR LINER
(SEE SPECIFICATION #1)
2" DRAIN EXPANSION TEST PLUG
29
NTSVM-3A
VIMS AT ELEVATOR PIT WITH WATERPROOFING (ELEVATOR 4)
2-FT TO 3-FT THICK CONCRETE
FOOTER WITH REBAR
REINFORCEMENT
WATERPROOFING MEMBRANE
WITH DRAINAGE MAT
SUB-BASE
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR LINER
(SEE SPECIFICATION #1)
T.O.C.
WATERPROOFING
MEMBRANE WITH
DRAINAGE MAT
60-MIL WATERPROOFING
MEMBRANE (W.R. MEADOWS
MEL-ROL)
8" CONCRETE WALLS WITH
REBAR REINFORCEMENT
VIMS MONITORING POINT VAPOR PIN30
NTSVM-3A
SUB-BASE
VAPOR BARRIER
(SEE SPECIFICATION #1)CONCRETE FLOOR SLAB
BASE COURSE
(SEE SPECIFICATION #1)
VAPOR PIN
SAMPLING BARBSILICONE SLEEVE
VAPOR PIN STAINLESS
STEEL SAMPLING DEVICE
VIMS SPECIFICATIONS
1.WEST BUILDING ONLY: VIMS VAPOR LINER IS VAPORBLOCK PLUS 20 (VBP20) 20-MIL VAPOR LINER
MANUFACTURED BY RAVEN INDUSTRIES (RAVEN) AND DRAGO WRAP 20-MIL VAPOR LINER
MANUFACTURED BY STEGO INDUSTRIES, LLC (STEGO).
EAST BUILDING ONLY: VIMS VAPOR LINER IS VAPORBLOCK (VB15) 15-MIL VAPOR LINER
MANUFACTURED BY RAVEN.
2.HORIZONTAL COLLECTION PIPE CONSISTS OF 3" SCH 40 PVC (OR OTHERWISE NOTED IN THE
DRAWINGS). PVC PIPE JOINTS WERE CONNECTED USING PVC SOCKET COUPLINGS AND PVC GLUE.
SUB-SLAB SLOTTED VAPOR COLLECTION PIPE ARE THREADED FLUSH JOINT 3" SCH 40 PVC PIPE WITH
0.020" SLOT WIDTH AND 1/8" SLOT SPACING. SLOTTED COLLECTION PIPING WAS SET WITHIN A
MINIMUM 5” BASE COURSE LAYER, WITH APPROXIMATELY 1” OF BASE COURSE MATERIAL ABOVE
AND BELOW THE PIPING. VIMS BELOW AND ABOVE GRADE SOLID PIPING IS NOT TRAPPED AND IS
SLOPED A MINIMUM OF 1/8 UNIT VERTICAL IN 12 UNITS HORIZONTAL (1% SLOPE) TO GRAVITY DRAIN.
SOLID SECTIONS OF HORIZONTAL COLLECTION PIPE ARE SUPPORTED TO PREVENT PIPE SAG OR LOW
POINTS AND MAINTAIN 1% SLOPE TOWARD SLOTTED OR OPEN SECTIONS TO DRAIN CONDENSATION.
3.3" SCH 40 PVC RISER DUCT PIPING WAS INSTALLED TO CONNECT EACH SLAB PENETRATION LOCATION
TO A ROOFTOP EXHAUST DISCHARGE POINT WITH TURBINE VENTILATOR (SEE SPECIFICATION #4).
ABOVE-SLAB RISER DUCT PIPE RUNS BETWEEN THE SLAB PENETRATION AND THE ROOFTOP EXHAUST
DISCHARGE WAS INSTALLED PER APPLICABLE BUILDING CODE AND AS SPECIFIED IN THE
CONSTRUCTION DOCUMENTS AND DRAWINGS. VERTICAL RISER PIPING WERE INSTALLED PER 2018
NORTH CAROLINA STATE PLUMBING CODE.
4.3” SCH 40 PVC RISER DUCT PIPING EXTENDS IN A VERTICAL ORIENTATION THROUGH THE BUILDING
ROOF AND TERMINATES A MINIMUM OF 2 FT ABOVE THE BUILDING ROOF LINE. EMPIRE MODEL
TV04SS STAINLESS STEEL TURBINE VENTILATOR WERE 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 VENTILATOR IS SECURED TO THE PVC RISER IN A VERTICAL
ORIENTATION. EXHAUST DISCHARGE LOCATIONS ARE A MINIMUM OF 10 FT FROM ANY OPERABLE
OPENING OR AIR INTAKE INTO THE BUILDING. NOTE THAT DISCHARGE LOCATIONS ON THE ROOFTOP
DEPICTED IN THE VAPOR MITIGATION PLAN MAY HAVE BEEN REPOSITIONED AS LONG AS THE NEW
POSITION MET THE REQUIREMENTS PRESENTED ABOVE, WITH ENGINEER APPROVAL. AN ELECTRICAL
JUNCTION BOX (120V, 60HZ AC REQUIRED) WAS INSTALLED NEAR THE DISCHARGE LOCATION ON THE
ROOFTOP FOR CONVERSION TO ELECTRIC FANS, IF REQUIRED. ALL WIRING AND ELECTRICAL WAS
INSTALLED PER APPLICABLE BUILDING AND ELECTRICAL CODES.
5.ABOVE-SLAB ACCESSIBLE RISER DUCT PIPING IS PERMANENTLY IDENTIFIED BY MEANS OF A TAG OR
STENCIL AT A MINIMUM OF ONCE EVERY 10-LINEAR FT WITH "VAPOR MITIGATION". LABELS ARE
ALSO FIXED TO THE TURBINE FANS IN AN ACCESSIBLE LOCATION ON THE ROOFTOP.
6.MONITORING POINTS CONSIST OF 2-INCH DIAMETER SCH 40 PVC PIPE WITH A 90-DEGREE ELBOW TO
FORM AN “L” SHAPE. A MINIMUM OF 6” SECTION OF PIPING IS SET WITHIN THE BASE COURSE LAYER
WITH A VENT PIPE PROTECTION SCREEN AT THE TERMINATION. THE PIPE TERMINATION IS ENCASED
WITHIN THE BASE COURSE LAYER. THE HORIZONTAL PIPING IS SLOPED A MINIMUM OF 1/8 UNIT
VERTICAL IN 12 UNITS HORIZONTAL (1% SLOPE) TO GRAVITY DRAIN TOWARDS THE PIPE TERMINATION
AND PREVENT MOISTURE FROM COLLECTING AT THE 90-DEGREE ELBOW. A 4-INCH DIAMETER
ADJUSTABLE FLOOR CLEAN-OUT (ZURN INDUSTRIES MODEL #CO2450-PV4, OR EQUIVALENT) IS
INSTALLED AT THE CONCRETE SLAB INTERFACE FOR FLOOR-MOUNTED MONITORING POINTS.
7.CONSTRUCTION CONTRACTORS AND SUB-CONTRACTORS USED "LOW OR NO VOC" PRODUCTS AND
MATERIALS, WHEN POSSIBLE.
8.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 WAS LIMITED AND
SMALL DIAMETER STAKES (I.E. SOLID METAL STAKES) WERE BE USED. AS FORM BOARDS WERE
REMOVED, THE CONTRACTOR OR SUB-CONTRACTORS SEALED ALL PENETRATIONS IN ACCORDANCE
WITH VAPOR LINER MANUFACTURER INSTALLATION INSTRUCTIONS.
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 INSPECTION COMPONENTS INCLUDED: (1) INSPECTION OF
SUB-SLAB PIPING LAYOUT, (2) GRAVEL PLACEMENT, AND (3) MONITORING POINT PLACEMENT PRIOR
TO INSTALLING VAPOR BARRIER; (4) INSPECTION OF VAPOR BARRIER PRIOR TO POURING CONCRETE;
(5) INSPECTION OF ABOVE-GRADE PIPING LAYOUT; AND (6) INSPECTION OF TURBINE VENTILATOR
AND RISER DUCT PIPE CONNECTIONS. INSPECTIONS WERE COMBINED WHEN POSSIBLE DEPENDING
ON THE CONSTRUCTION SEQUENCE/SCHEDULE. THE CONSTRUCTION CONTRACTOR(S) COORDINATED
WITH THE ENGINEER TO PERFORM THE REQUIRED INSPECTIONS. A MINIMUM 48-HOUR NOTICE WAS
GIVEN TO THE ENGINEER PRIOR TO THE REQUIRED INSPECTION(S).
10.THE VAPOR MITIGATION PLAN WAS INTENDED TO BE USED FOR DIRECTION OF VIMS COMPONENT
INSTALLATION ONLY AND WAS NOT INTENDED TO GUIDE CONSTRUCTION OF STRUCTURAL
COMPONENTS NOT RELATED TO THE VIMS. CONSTRUCTION CONTRACTOR VERIFIED CONSISTENCY OF
VIMS DETAILS WITH APPLICABLE STRUCTURAL, ARCHITECTURAL, MECHANICAL, & PLUMBING PLANS
AND RESOLVED ANY INCONSISTENCIES PRIOR TO VIMS INSTALLATION.
11.FOAM PIPE SLEEVES, OR SIMILAR, WERE INSTALLED AROUND PIPES THAT PENETRATE CONCRETE
FOOTERS AND WALLS PER APPLICABLE STRUCTURAL PLANS AND BUILDING CODES, OR OTHERWISE
DIRECTED BY THE APPLICABLE PLANS AND CONSTRUCTION ENGINEERS. THE PIPE SLEEVES, WHERE
PRESENT, WERE ONLY INSTALLED ON HORIZONTAL PORTIONS OF PIPING THROUGH FOOTERS AND
WERE NOT INSTALLED ON VERTICAL SECTIONS OF PIPING THAT ENTER THE BUILDING THROUGH THE
SLAB, OR WERE PROPERLY SEALED TO PREVENT A PREFERENTIAL AIR PATHWAY FROM BELOW THE
SLAB INTO THE BUILDING. PIPE SLEEVES THAT EXITED THROUGH AN EXTERIOR FOOTER OR RETAINING
WALL WERE PROPERLY SEALED TO PREVENT A PREFERENTIAL AIR PATHWAY ALONG THE PIPE AND
INTO THE GRAVEL LAYER BELOW THE BUILDING SLAB.
12.WATERPROOFING USED ALONG ELEVATOR PITS IN LIEU OF VAPOR LINER EXHIBITS THE
CHARACTERISTICS OF AN ASTM E1745 VAPOR RETARDER CLASS A MATERIAL, OR OTHERWISE
APPROVED BY THE DESIGN ENGINEER. THESE CHARACTERISTICS INCLUDE A MINIMUM 60-MIL
THICKNESS, PERMEANCE OF LESS THAN <0.1 PERMS, MINIMUM TENSILE STRENGTH OF 45 PSI, AND
MINIMUM PUNCTURE RESISTANCE OF 2,200 GRAMS.
NOTES:
VIMS = VAPOR INTRUSION MITIGATION SYSTEM
T.O.C. = TOP OF CONCRETE
T.O.F. = TOP OF FOOTING
TYP = TYPICAL
SCH = SCHEDULE
PVC = POLYVINYL CHLORIDE
CMU = CONCRETE MASONRY UNIT
ALL PIPE MEASUREMENTS ARE BY DIAMETER
H&H NO. CAM-010
VIMS LAYOUT
SECTION DETAILS
VM-3A
VAPOR MITIGATION PLAN PREPARED BY:
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
PROFESSIONAL
APPROVAL
ISSUED FOR CONSTRUCTION
CA
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JUNE 16, 2023
AS-BUILT
EAST BUILDING &
SUITE 100
(SUNFLOUR)
06/16/23
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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 ⁶1.13 x 10-¹⁰ m²/sec or 3.62 x 10-¹³ m/s
Toluene permeAnce See Note ⁶1.57 x 10-¹⁰ m²/sec or 1.46 x 10-¹³ m/s
eThylbenzene permeAnce See Note ⁶1.23 x 10-¹⁰ m²/sec or 3.34 x 10-¹⁴ m/s
m & p-Xylenes permeAnce See Note ⁶1.17 x 10-¹⁰ m²/sec or 3.81 x 10-¹⁴ m/s
o-Xylene permeAnce See Note ⁶1.10 x 10-¹⁰ m²/sec or 3.43 x 10-¹⁴ m/s
hydrogen sulfide See Note 9 1.92E-⁰⁹ m/s
TrichloroeThylene (Tce) See Note ⁶7.66 x 10-¹¹ m²/sec or 1.05 x 10-¹⁴ m/s
perchloroeThylene (pce)See Note ⁶7.22 x 10-¹¹ m²/sec or 1.04 x 10-¹⁴ 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 (H₂S) Transport through Simulated Interim Covers with Conventional and Co-Extruded Ethylene-Vinyl Alcohol (EVOH) Geomembranes.
INSTALLATION GUIDELINES - With VaporSeal™ Tape
VaporSeal™
4” 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
VaporSeal™ 4” Tape Optional Butyl Seal
2-Sided Tape
Gas Barrier Applications
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 BarrierVaporSeal™* 4” Seaming TapeVaporSeal™* 12” Seaming/Repair TapeButyl Seal 2-Sided TapeVaporBoot 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
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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
VaporSeal™ 4” Tape
Raven Butyl Seal2-Sided Tape Raven Butyl Seal2-Sided Tape
VaporBoot PlusPreformed Boot 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
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Method 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
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 wwww.RavenEFD.com
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.
TURBINE VENTILATORS
CONSTRUCTION SPECIFICATIONS
“A”
THROAT SIZE
GUAGE NO. OF
BRACES
BRACE
MATERIALCROWN GALV.BLADE GALV.THROAT GALV.
4 24 28 26 3 ALUMINUM
6 24 28 26 3 ALUMINUM
8 24 28 26 3 ALUMINUM
10 24 28 26 3 ALUMINUM
12 24 28 24 3 ALUMINUM
14 22 26 24 3 ALUMINUM
16 22 26 24 3 STEEL
18 22 26 24 4 STEEL
20 20 26 24 4 STEEL
24 20 26 22 4 STEEL
DIMENSIONAL AND PERFORMACE DATA
“A”
THROAT SIZE
“B”
HEIGHT
“C”
OVERALL WIDTH
EXHAUSTED
CAPACITY*
APPROX.
SHIPPING WEIGHT
4 12 10 1/4 125 5
6 14 1/2 12 3/4 147 7
8 15 14 1/4 255 8
10 16 1/4 16 1/4 425 11
12 17 19 631 13
14 19 3/4 22 3/4 700 21
16 21 3/4 25 1/2 950 31
18 24 29 1200 38
20 25 1/4 31 5/8 1700 46
24 28 1/4 35 3/4 2350 58
*4 MPHWIND CFM

Appendix C Photographic Log
Photograph 1: General view of installed gravel and sub-slab piping in the Sunflour upfit.
CA
M
-01
0 2923 S. Tryon Street, Suite 100
Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
CAHDBORN MILL AND THERON PROPERTIES
SUITE 100 –SUNFLOUR BAKING COMPANYCHARLOTTE, NORTH CAROLINA
Photograph 2: General view of installed vapor barrier in the Sunflour upfit.
CA
M
-01
0 2923 S. Tryon Street, Suite 100
Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
Photographs 4 & 5: Representative views of exhaust pipe and wind-driven
turbine ventilator (circled in red) installed on the roof.
Photograph 3: Representative view of vertical riser piping with proper labeling, slope, and pitch.
CAHDBORN MILL AND THERON PROPERTIES
SUITE 100 –SUNFLOUR BAKING COMPANYCHARLOTTE, NORTH CAROLINA

Appendix D VIMS Influence Testing Forms and Sampling Field Forms
Category Example Criteria
Proper base layer (i.e., gravel, aerated flooring) and thickness
Proper placement, type, and pitch of VIMS vent piping
Proper placement, type, and pitch of monitoring points
Correct vapor barrier type
Proper vapor barrier overlap and seals around penetrations per
manufacturer instructions
Proper vapor barrier installation along vertical walls (e.g. retaining walls,
elevators, etc.)
Good condition of vapor barrier
Riser pipe material and fitting connections
Proper pitch towards sub-slab (gravity drain)
Appropriate VIMS labels
Correct fan/ventilator
Fan/ventilator operation
Proper fittings and protection (varmint screens, electrical covers, etc.)
Appropriate VIMS labels
Proper distance from roof intakes and parapets
Pilot test completed
Monitoring points finished and accessible
Vapor Intrusion Mitigation System - Inspection Checklist
Proper Installation
(Initial below)
Site Name and H&H Project #: Camden NoDa, CAM-010
DEQ Brownfields ID: 20086-16-060 & 23035-19-060
Building/Area ID: East Building, Suite 100 - Sunflour
Start Date and End Date: April 2021 - May 2023
H&H Construction Manager: Trinh DeSa & Shannon Switch
Sub-Slab
Vapor Barrier
Vent Riser Piping
SMS
SMS
SMS
SMS
SMS
SMS
Pilot Test / Checkout
SMS
SMS
SMS
SMS
SMS
SMS
SMS
Fan/Ventilator
SMS
SMS
SMS
SMS
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Camden - CAM/CAM-010 Camden NoDa Redevelopment/VIMP/VIMS
Sunflour Upfit/Field Forms/VIMS Inspection Checklist\Template
Pilot Test Results 
Chadbourn Mill/Theron Properties
Suite 100 ‐ Sunflour
Charlotte, North Carolina
Brownfields Project Nos. 20086‐16‐060 & 23035‐19‐060
H&H Job No. Project CAM‐010
Baseline Initial reading Follow‐up reading
AMG Eagle Extreme F‐14 0.000 3.330 3.361
‐‐MP‐24 0.000 0.355 0.358
Follow up readings were collected approximately 10 minutes following the initial reading.
Fan Type Point ID
Vacuum Measurements (in‐WC)
F‐145/4/2023
Date Section Tested
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65

Appendix E 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.

5/30/2023
Hart & Hickman (Charlotte) 2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing Lab Report Number: 23-139-0026
Client Project Description: Camden NODA CAM-010
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/19/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 18
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Page 1 of 1 00016/23-139-0026
Page 2 of 18
Report Number:
Sample Summary Table
Client Project Description:
23-139-0026
Camden NODA
CAM-010
Lab No Client Sample ID Matrix Date Collected Date Received
05/19/2023 13:50Air 96692 MP-24 05/19/2023 15:00
05/19/2023Air 96693 MP-DUP 05/19/2023 15:00
Page 3 of 18
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-139-0026
Report Limit
Project:Camden NODA
V 96692MP-24
1020 05/24/2023 15:10TO-15 Acetone µg/m3 4.04
J0.466 05/25/2023 14:07TO-15 Benzene µg/m3 0.073
J0.610 05/25/2023 14:07TO-15 Carbon Disulfide µg/m3 0.060
J0.424 05/25/2023 14:07TO-15 Chloroform µg/m3 0.086
J2.33 05/25/2023 14:07TO-15 Dichlorodifluoromethane µg/m3 0.134
402 05/24/2023 15:10TO-15 Methyl Ethyl Ketone (MEK)µg/m3 4.48
J0.878 05/25/2023 14:07TO-15 Methylene Chloride µg/m3 0.488
J0.843 05/25/2023 14:07TO-15 Naphthalene µg/m3 0.183
2530 05/24/2023 15:10TO-15 Tetrahydrofuran µg/m3 2.14
J0.749 05/25/2023 14:07TO-15 Toluene µg/m3 0.090
J0.671 05/25/2023 14:07TO-15 Trichloroethene µg/m3 0.199
J1.62 05/25/2023 14:07TO-15 Trichlorofluoromethane µg/m3 0.130
J0.393 05/25/2023 14:07TO-15 1,2,4-Trimethylbenzene µg/m3 0.110
V 96693MP-DUP
1030 05/24/2023 15:46TO-15 Acetone µg/m3 4.04
J0.348 05/25/2023 15:01TO-15 Benzene µg/m3 0.073
J0.594 05/25/2023 15:01TO-15 Carbon Disulfide µg/m3 0.060
J0.414 05/25/2023 15:01TO-15 Chloroform µg/m3 0.086
J2.30 05/25/2023 15:01TO-15 Dichlorodifluoromethane µg/m3 0.134
398 05/24/2023 15:46TO-15 Methyl Ethyl Ketone (MEK)µg/m3 4.48
J0.760 05/25/2023 15:01TO-15 Methylene Chloride µg/m3 0.488
J0.629 05/25/2023 15:01TO-15 Naphthalene µg/m3 0.183
2540 05/24/2023 15:46TO-15 Tetrahydrofuran µg/m3 2.14
J0.734 05/25/2023 15:01TO-15 Toluene µg/m3 0.090
J0.655 05/25/2023 15:01TO-15 Trichloroethene µg/m3 0.199
J1.56 05/25/2023 15:01TO-15 Trichlorofluoromethane µg/m3 0.130
J0.417 05/25/2023 15:01TO-15 1,2,4-Trimethylbenzene µg/m3 0.110
Page 4 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-139-0026
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
CAM-010 Received : 05/19/2023
Camden NODA
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MP-24
96692 Matrix:
5/19/2023 13:50
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):V33771 05/25/23 09:00 V33786 05/24/23 09:00
1020 µg/m3 4.04 95.0Acetone 20 05/24/23 15:10 V33787ENM
0.466 J µg/m3 0.073 1.60Benzene 1 05/25/23 14:07 V33777ENM
<0.147 µg/m3 0.147 10.4Benzyl Chloride 1 05/25/23 14:07 V33777ENM
<0.150 µg/m3 0.150 3.35Bromodichloromethane 1 05/25/23 14:07 V33777ENM
<0.153 µg/m3 0.153 5.17Bromoform 1 05/25/23 14:07 V33777ENM
<0.115 µg/m3 0.115 1.94Bromomethane 1 05/25/23 14:07 V33777ENM
<0.328 µg/m3 0.328 1.111,3-Butadiene 1 05/25/23 14:07 V33777ENM
0.610 J µg/m3 0.060 6.23Carbon Disulfide 1 05/25/23 14:07 V33777ENM
<0.155 µg/m3 0.155 3.15
Carbon Tetrachloride 1 05/25/23 14:07 V33777ENM
<0.107 µg/m3 0.107 2.30Chlorobenzene 1 05/25/23 14:07 V33777ENM
<0.208 µg/m3 0.208 4.26Chlorodibromomethane 1 05/25/23 14:07 V33777ENM
<0.164 µg/m3 0.164 1.32Chloroethane 1 05/25/23 14:07 V33777ENM
0.424 J µg/m3 0.086 2.44Chloroform 1 05/25/23 14:07 V33777ENM
<0.067 µg/m3 0.067 1.03Chloromethane 1 05/25/23 14:07 V33777ENM
<0.161 µg/m3 0.161 3.44Cyclohexane 1 05/25/23 14:07 V33777ENM
<0.151 µg/m3 0.151 3.84
1,2-Dibromoethane 1 05/25/23 14:07 V33777ENM
<0.096 µg/m3 0.096 3.011,2-Dichlorobenzene 1 05/25/23 14:07 V33777ENM
<0.174 µg/m3 0.174 12.01,3-Dichlorobenzene 1 05/25/23 14:07 V33777ENM
<0.186 µg/m3 0.186 3.011,4-Dichlorobenzene 1 05/25/23 14:07 V33777ENM
2.33 J µg/m3 0.134 2.47Dichlorodifluoromethane 1 05/25/23 14:07 V33777ENM
<0.101 µg/m3 0.101 2.021,1-Dichloroethane 1 05/25/23 14:07 V33777ENM
<0.129 µg/m3 0.129 2.021,2-Dichloroethane 1 05/25/23 14:07 V33777ENM
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 5 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-139-0026
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
CAM-010 Received : 05/19/2023
Camden NODA
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MP-24
96692 Matrix:
5/19/2023 13:50
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):V33771 05/25/23 09:00 V33786 05/24/23 09:00
<0.107 µg/m3 0.107 1.981,1-Dichloroethene 1 05/25/23 14:07 V33777ENM
<0.095 µg/m3 0.095 1.98cis-1,2-Dichloroethene 1 05/25/23 14:07 V33777ENM
<0.108 µg/m3 0.108 1.98trans-1,2-Dichloroethene 1 05/25/23 14:07 V33777ENM
<0.205 µg/m3 0.205 2.311,2-Dichloropropane 1 05/25/23 14:07 V33777ENM
<0.622 µg/m3 0.622 3.501,2-Dichlorotetrafluoroethane 1 05/25/23 14:07 V33777ENM
<0.178 µg/m3 0.178 2.27cis-1,3-Dichloropropene 1 05/25/23 14:07 V33777ENM
<0.178 µg/m3 0.178 2.27trans-1,3-Dichloropropene 1 05/25/23 14:07 V33777ENM
<0.435 µg/m3 0.435 1.801,4-Dioxane 1 05/25/23 14:07 V33777ENM
<0.136 µg/m3 0.136 1.80
Ethyl Acetate 1 05/25/23 14:07 V33777ENM
<0.106 µg/m3 0.106 2.17Ethylbenzene 1 05/25/23 14:07 V33777ENM
<0.128 µg/m3 0.128 2.464-Ethyltoluene 1 05/25/23 14:07 V33777ENM
<0.561 µg/m3 0.561 3.831,1,2-Trichloro-1,2,2-trifluoroethane 1 05/25/23 14:07 V33777ENM
<0.143 µg/m3 0.143 2.05Heptane 1 05/25/23 14:07 V33777ENM
<0.330 µg/m3 0.330 5.33Hexachlorobutadiene 1 05/25/23 14:07 V33777ENM
<0.047 µg/m3 0.047 1.76n-Hexane 1 05/25/23 14:07 V33777ENM
<0.285 µg/m3 0.285 2.05
2-Hexanone 1 05/25/23 14:07 V33777ENM
<0.139 µg/m3 0.139 4.92Isopropyl Alcohol 1 05/25/23 14:07 V33777ENM
402 µg/m3 4.48 29.5Methyl Ethyl Ketone (MEK)20 05/24/23 15:10 V33787ENM
<0.033 µg/m3 0.033 1.80Methyl tert-butyl ether (MTBE)1 05/25/23 14:07 V33777ENM
<0.121 µg/m3 0.121 2.054-Methyl-2-Pentanone 1 05/25/23 14:07 V33777ENM
0.878 J µg/m3 0.488 1.74Methylene Chloride 1 05/25/23 14:07 V33777ENM
0.843 J µg/m3 0.183 2.62Naphthalene 1 05/25/23 14:07 V33777ENM
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 6 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-139-0026
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
CAM-010 Received : 05/19/2023
Camden NODA
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MP-24
96692 Matrix:
5/19/2023 13:50
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):V33771 05/25/23 09:00 V33786 05/24/23 09:00
<0.242 µg/m3 0.242 0.860Propene 1 05/25/23 14:07 V33777ENM
<0.124 µg/m3 0.124 2.13Styrene 1 05/25/23 14:07 V33777ENM
<0.104 µg/m3 0.104 3.431,1,2,2-Tetrachloroethane 1 05/25/23 14:07 V33777ENM
<0.181 µg/m3 0.181 3.39Tetrachloroethene 1 05/25/23 14:07 V33777ENM
2530 µg/m3 2.14 29.5Tetrahydrofuran 20 05/24/23 15:10 V33787ENM
0.749 J µg/m3 0.090 1.88Toluene 1 05/25/23 14:07 V33777ENM
<0.209 µg/m3 0.209 3.711,2,4-Trichlorobenzene 1 05/25/23 14:07 V33777ENM
<0.144 µg/m3 0.144 2.731,1,1-Trichloroethane 1 05/25/23 14:07 V33777ENM
<0.087 µg/m3 0.087 2.73
1,1,2-Trichloroethane 1 05/25/23 14:07 V33777ENM
0.671 J µg/m3 0.199 2.15Trichloroethene 1 05/25/23 14:07 V33777ENM
1.62 J µg/m3 0.130 2.81Trichlorofluoromethane 1 05/25/23 14:07 V33777ENM
0.393 J µg/m3 0.110 2.461,2,4-Trimethylbenzene 1 05/25/23 14:07 V33777ENM
<0.236 µg/m3 0.236 2.461,3,5-Trimethylbenzene 1 05/25/23 14:07 V33777ENM
<0.224 µg/m3 0.224 1.76Vinyl Acetate 1 05/25/23 14:07 V33777ENM
<0.127 µg/m3 0.127 1.28Vinyl Chloride 1 05/25/23 14:07 V33777ENM
<0.157 µg/m3 0.157 2.17
o-Xylene 1 05/25/23 14:07 V33777ENM
<0.217 µg/m3 0.217 5.65m,p-Xylene 1 05/25/23 14:07 V33777ENM
<0.157 µg/m3 0.157 2.17Xylene (Total)1 05/25/23 14:07 V33777
Surrogate: 4-Bromofluorobenzene 126 Limits: 70-130%05/25/23 14:071 ENM V33777
Surrogate: 4-Bromofluorobenzene 100 Limits: 70-130%05/24/23 15:1020 ENM V33787
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 7 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-139-0026
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
CAM-010 Received : 05/19/2023
Camden NODA
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MP-DUP
96693 Matrix:
5/19/2023 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):V33771 05/25/23 09:00 V33786 05/24/23 09:00
1030 µg/m3 4.04 95.0Acetone 20 05/24/23 15:46 V33787ENM
0.348 J µg/m3 0.073 1.60Benzene 1 05/25/23 15:01 V33777ENM
<0.147 µg/m3 0.147 10.4Benzyl Chloride 1 05/25/23 15:01 V33777ENM
<0.150 µg/m3 0.150 3.35Bromodichloromethane 1 05/25/23 15:01 V33777ENM
<0.153 µg/m3 0.153 5.17Bromoform 1 05/25/23 15:01 V33777ENM
<0.115 µg/m3 0.115 1.94Bromomethane 1 05/25/23 15:01 V33777ENM
<0.328 µg/m3 0.328 1.111,3-Butadiene 1 05/25/23 15:01 V33777ENM
0.594 J µg/m3 0.060 6.23Carbon Disulfide 1 05/25/23 15:01 V33777ENM
<0.155 µg/m3 0.155 3.15
Carbon Tetrachloride 1 05/25/23 15:01 V33777ENM
<0.107 µg/m3 0.107 2.30Chlorobenzene 1 05/25/23 15:01 V33777ENM
<0.208 µg/m3 0.208 4.26Chlorodibromomethane 1 05/25/23 15:01 V33777ENM
<0.164 µg/m3 0.164 1.32Chloroethane 1 05/25/23 15:01 V33777ENM
0.414 J µg/m3 0.086 2.44Chloroform 1 05/25/23 15:01 V33777ENM
<0.067 µg/m3 0.067 1.03Chloromethane 1 05/25/23 15:01 V33777ENM
<0.161 µg/m3 0.161 3.44Cyclohexane 1 05/25/23 15:01 V33777ENM
<0.151 µg/m3 0.151 3.84
1,2-Dibromoethane 1 05/25/23 15:01 V33777ENM
<0.096 µg/m3 0.096 3.011,2-Dichlorobenzene 1 05/25/23 15:01 V33777ENM
<0.174 µg/m3 0.174 12.01,3-Dichlorobenzene 1 05/25/23 15:01 V33777ENM
<0.186 µg/m3 0.186 3.011,4-Dichlorobenzene 1 05/25/23 15:01 V33777ENM
2.30 J µg/m3 0.134 2.47Dichlorodifluoromethane 1 05/25/23 15:01 V33777ENM
<0.101 µg/m3 0.101 2.021,1-Dichloroethane 1 05/25/23 15:01 V33777ENM
<0.129 µg/m3 0.129 2.021,2-Dichloroethane 1 05/25/23 15:01 V33777ENM
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 8 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-139-0026
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
CAM-010 Received : 05/19/2023
Camden NODA
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MP-DUP
96693 Matrix:
5/19/2023 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):V33771 05/25/23 09:00 V33786 05/24/23 09:00
<0.107 µg/m3 0.107 1.981,1-Dichloroethene 1 05/25/23 15:01 V33777ENM
<0.095 µg/m3 0.095 1.98cis-1,2-Dichloroethene 1 05/25/23 15:01 V33777ENM
<0.108 µg/m3 0.108 1.98trans-1,2-Dichloroethene 1 05/25/23 15:01 V33777ENM
<0.205 µg/m3 0.205 2.311,2-Dichloropropane 1 05/25/23 15:01 V33777ENM
<0.622 µg/m3 0.622 3.501,2-Dichlorotetrafluoroethane 1 05/25/23 15:01 V33777ENM
<0.178 µg/m3 0.178 2.27cis-1,3-Dichloropropene 1 05/25/23 15:01 V33777ENM
<0.178 µg/m3 0.178 2.27trans-1,3-Dichloropropene 1 05/25/23 15:01 V33777ENM
<0.435 µg/m3 0.435 1.801,4-Dioxane 1 05/25/23 15:01 V33777ENM
<0.136 µg/m3 0.136 1.80
Ethyl Acetate 1 05/25/23 15:01 V33777ENM
<0.106 µg/m3 0.106 2.17Ethylbenzene 1 05/25/23 15:01 V33777ENM
<0.128 µg/m3 0.128 2.464-Ethyltoluene 1 05/25/23 15:01 V33777ENM
<0.561 µg/m3 0.561 3.831,1,2-Trichloro-1,2,2-trifluoroethane 1 05/25/23 15:01 V33777ENM
<0.143 µg/m3 0.143 2.05Heptane 1 05/25/23 15:01 V33777ENM
<0.330 µg/m3 0.330 5.33Hexachlorobutadiene 1 05/25/23 15:01 V33777ENM
<0.047 µg/m3 0.047 1.76n-Hexane 1 05/25/23 15:01 V33777ENM
<0.285 µg/m3 0.285 2.05
2-Hexanone 1 05/25/23 15:01 V33777ENM
<0.139 µg/m3 0.139 4.92Isopropyl Alcohol 1 05/25/23 15:01 V33777ENM
398 µg/m3 4.48 29.5Methyl Ethyl Ketone (MEK)20 05/24/23 15:46 V33787ENM
<0.033 µg/m3 0.033 1.80Methyl tert-butyl ether (MTBE)1 05/25/23 15:01 V33777ENM
<0.121 µg/m3 0.121 2.054-Methyl-2-Pentanone 1 05/25/23 15:01 V33777ENM
0.760 J µg/m3 0.488 1.74Methylene Chloride 1 05/25/23 15:01 V33777ENM
0.629 J µg/m3 0.183 2.62Naphthalene 1 05/25/23 15:01 V33777ENM
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 9 of 18
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-139-0026
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Charlotte
CAM-010 Received : 05/19/2023
Camden NODA
Report Date : 05/30/2023
Sample ID :
Lab No :
Sampled:MP-DUP
96693 Matrix:
5/19/2023 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):V33771 05/25/23 09:00 V33786 05/24/23 09:00
<0.242 µg/m3 0.242 0.860Propene 1 05/25/23 15:01 V33777ENM
<0.124 µg/m3 0.124 2.13Styrene 1 05/25/23 15:01 V33777ENM
<0.104 µg/m3 0.104 3.431,1,2,2-Tetrachloroethane 1 05/25/23 15:01 V33777ENM
<0.181 µg/m3 0.181 3.39Tetrachloroethene 1 05/25/23 15:01 V33777ENM
2540 µg/m3 2.14 29.5Tetrahydrofuran 20 05/24/23 15:46 V33787ENM
0.734 J µg/m3 0.090 1.88Toluene 1 05/25/23 15:01 V33777ENM
<0.209 µg/m3 0.209 3.711,2,4-Trichlorobenzene 1 05/25/23 15:01 V33777ENM
<0.144 µg/m3 0.144 2.731,1,1-Trichloroethane 1 05/25/23 15:01 V33777ENM
<0.087 µg/m3 0.087 2.73
1,1,2-Trichloroethane 1 05/25/23 15:01 V33777ENM
0.655 J µg/m3 0.199 2.15Trichloroethene 1 05/25/23 15:01 V33777ENM
1.56 J µg/m3 0.130 2.81Trichlorofluoromethane 1 05/25/23 15:01 V33777ENM
0.417 J µg/m3 0.110 2.461,2,4-Trimethylbenzene 1 05/25/23 15:01 V33777ENM
<0.236 µg/m3 0.236 2.461,3,5-Trimethylbenzene 1 05/25/23 15:01 V33777ENM
<0.224 µg/m3 0.224 1.76Vinyl Acetate 1 05/25/23 15:01 V33777ENM
<0.127 µg/m3 0.127 1.28Vinyl Chloride 1 05/25/23 15:01 V33777ENM
<0.157 µg/m3 0.157 2.17
o-Xylene 1 05/25/23 15:01 V33777ENM
<0.217 µg/m3 0.217 5.65m,p-Xylene 1 05/25/23 15:01 V33777ENM
<0.157 µg/m3 0.157 2.17Xylene (Total)1 05/25/23 15:01 V33777
Surrogate: 4-Bromofluorobenzene 123 Limits: 70-130%05/25/23 15:011 ENM V33777
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130%05/24/23 15:4620 ENM V33787
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 10 of 18
Quality Control Data
23-139-0026Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
Camden NODA
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V33777QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V33771
Associated Lab Samples: 96692, 96693
LRB-V33771 Matrix: AIRLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/23 12:391.600.073<0.073µg/m3Benzene
05/25/23 12:3910.40.147<0.147µg/m3Benzyl Chloride
05/25/23 12:393.350.150<0.150µg/m3Bromodichloromethane
05/25/23 12:395.170.153<0.153µg/m3Bromoform
05/25/23 12:391.940.115<0.115µg/m3Bromomethane
05/25/23 12:391.110.328<0.328µg/m31,3-Butadiene
05/25/23 12:396.230.060<0.060µg/m3Carbon Disulfide
05/25/23 12:393.150.155<0.155µg/m3Carbon Tetrachloride
05/25/23 12:392.300.107<0.107µg/m3Chlorobenzene
05/25/23 12:394.260.208<0.208µg/m3Chlorodibromomethane
05/25/23 12:391.320.164<0.164µg/m3Chloroethane
05/25/23 12:392.440.086<0.086µg/m3Chloroform
05/25/23 12:391.030.067<0.067µg/m3Chloromethane
05/25/23 12:393.440.161<0.161µg/m3Cyclohexane
05/25/23 12:393.840.151<0.151µg/m31,2-Dibromoethane
05/25/23 12:393.010.096<0.096µg/m31,2-Dichlorobenzene
05/25/23 12:3912.00.174<0.174µg/m31,3-Dichlorobenzene
05/25/23 12:393.010.186<0.186µg/m31,4-Dichlorobenzene
05/25/23 12:392.470.134<0.134µg/m3Dichlorodifluoromethane
05/25/23 12:392.020.101<0.101µg/m31,1-Dichloroethane
05/25/23 12:392.020.129<0.129µg/m31,2-Dichloroethane
05/25/23 12:391.980.107<0.107µg/m31,1-Dichloroethene
05/25/23 12:391.980.095<0.095µg/m3cis-1,2-Dichloroethene
05/25/23 12:391.980.108<0.108µg/m3trans-1,2-Dichloroethene
05/25/23 12:392.310.205<0.205µg/m31,2-Dichloropropane
05/25/23 12:393.500.622<0.622µg/m31,2-Dichlorotetrafluoroethane
05/25/23 12:392.270.178<0.178µg/m3cis-1,3-Dichloropropene
Page 1 of 6Date:05/30/2023 03:29 PM
Page 11 of 18
Quality Control Data
23-139-0026Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
Camden NODA
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V33777QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V33771
Associated Lab Samples: 96692, 96693
LRB-V33771 Matrix: AIRLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/23 12:392.270.178<0.178µg/m3trans-1,3-Dichloropropene
05/25/23 12:391.800.435<0.435µg/m31,4-Dioxane
05/25/23 12:391.800.136<0.136µg/m3Ethyl Acetate
05/25/23 12:392.170.106<0.106µg/m3Ethylbenzene
05/25/23 12:392.460.128<0.128µg/m34-Ethyltoluene
05/25/23 12:393.830.561<0.561µg/m31,1,2-Trichloro-1,2,2-trifluoroethane
05/25/23 12:392.050.143<0.143µg/m3Heptane
05/25/23 12:395.330.330<0.330µg/m3Hexachlorobutadiene
05/25/23 12:391.760.047<0.047µg/m3n-Hexane
05/25/23 12:392.050.285<0.285µg/m32-Hexanone
05/25/23 12:394.920.139<0.139µg/m3Isopropyl Alcohol
05/25/23 12:391.800.033<0.033µg/m3Methyl tert-butyl ether (MTBE)
05/25/23 12:392.050.121<0.121µg/m34-Methyl-2-Pentanone
05/25/23 12:391.740.488<0.488µg/m3Methylene Chloride
05/25/23 12:392.620.183<0.183µg/m3Naphthalene
05/25/23 12:390.8600.242<0.242µg/m3Propene
05/25/23 12:392.130.124<0.124µg/m3Styrene
05/25/23 12:393.430.104<0.104µg/m31,1,2,2-Tetrachloroethane
05/25/23 12:393.390.181<0.181µg/m3Tetrachloroethene
05/25/23 12:391.880.090<0.090µg/m3Toluene
05/25/23 12:393.710.209<0.209µg/m31,2,4-Trichlorobenzene
05/25/23 12:392.730.144<0.144µg/m31,1,1-Trichloroethane
05/25/23 12:392.730.087<0.087µg/m31,1,2-Trichloroethane
05/25/23 12:392.150.199<0.199µg/m3Trichloroethene
05/25/23 12:392.810.130<0.130µg/m3Trichlorofluoromethane
05/25/23 12:392.460.110<0.110µg/m31,2,4-Trimethylbenzene
05/25/23 12:392.460.236<0.236µg/m31,3,5-Trimethylbenzene
Page 2 of 6Date:05/30/2023 03:29 PM
Page 12 of 18
Quality Control Data
23-139-0026Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
Camden NODA
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V33777QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V33771
Associated Lab Samples: 96692, 96693
LRB-V33771 Matrix: AIRLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/23 12:391.760.224<0.224µg/m3Vinyl Acetate
05/25/23 12:391.280.127<0.127µg/m3Vinyl Chloride
05/25/23 12:392.170.157<0.157µg/m3o-Xylene
05/25/23 12:395.650.217<0.217µg/m3m,p-Xylene
05/25/23 12:394-Bromofluorobenzene (S)91.3 70-130
LCS-V33771Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
10416.616.0µg/m3Benzene 70-130
11429.625.9µg/m3Benzyl Chloride 70-130
98.232.933.5µg/m3Bromodichloromethane 70-130
94.148.751.7µg/m3Bromoform 70-130
11923.119.4µg/m3Bromomethane 70-130
11412.611.1µg/m31,3-Butadiene 70-130
11618.115.6µg/m3Carbon Disulfide 70-130
95.230.031.5µg/m3Carbon Tetrachloride 70-130
11326.123.0µg/m3Chlorobenzene 70-130
10143.242.6µg/m3Chlorodibromomethane 70-130
12316.213.2µg/m3Chloroethane 70-130
10625.824.4µg/m3Chloroform 70-130
11712.110.3µg/m3Chloromethane 70-130
10718.417.2µg/m3Cyclohexane 70-130
11243.038.4µg/m31,2-Dibromoethane 70-130
12136.330.1µg/m31,2-Dichlorobenzene 70-130
12136.330.1µg/m31,3-Dichlorobenzene 70-130
12136.430.1µg/m31,4-Dichlorobenzene 70-130
Page 3 of 6Date:05/30/2023 03:29 PM
Page 13 of 18
Quality Control Data
23-139-0026Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
Camden NODA
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V33777QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V33771
LCS-V33771Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
11528.424.7µg/m3Dichlorodifluoromethane 70-130
11723.620.2µg/m31,1-Dichloroethane 70-130
10421.120.2µg/m31,2-Dichloroethane 70-130
11623.019.8µg/m31,1-Dichloroethene 70-130
11522.719.8µg/m3cis-1,2-Dichloroethene 70-130
11723.119.8µg/m3trans-1,2-Dichloroethene 70-130
10424.123.1µg/m31,2-Dichloropropane 70-130
11841.335.0µg/m31,2-Dichlorotetrafluoroethane 70-130
10223.122.7µg/m3cis-1,3-Dichloropropene 70-130
10223.122.7µg/m3trans-1,3-Dichloropropene 70-130
10318.618.0µg/m31,4-Dioxane 70-130
11420.518.0µg/m3Ethyl Acetate 70-130
11023.921.7µg/m3Ethylbenzene 70-130
11327.924.6µg/m34-Ethyltoluene 70-130
11644.438.3µg/m31,1,2-Trichloro-1,2,2-trifluoroethane 70-130
97.520.020.5µg/m3Heptane 70-130
11360.153.3µg/m3Hexachlorobutadiene 70-130
11620.417.6µg/m3n-Hexane 70-130
10922.320.5µg/m32-Hexanone 70-130
10713.112.3µg/m3Isopropyl Alcohol 70-130
11119.918.0µg/m3Methyl tert-butyl ether (MTBE)70-130
10120.820.5µg/m34-Methyl-2-Pentanone 70-130
12221.317.4µg/m3Methylene Chloride 70-130
12733.426.2µg/m3Naphthalene 70-130
1159.948.61µg/m3Propene 70-130
10823.121.3µg/m3Styrene 70-130
11138.134.3µg/m31,1,2,2-Tetrachloroethane 70-130
Page 4 of 6Date:05/30/2023 03:29 PM
Page 14 of 18
Quality Control Data
23-139-0026Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
Camden NODA
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V33777QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V33771
LCS-V33771Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
10334.833.9µg/m3Tetrachloroethene 70-130
10119.018.8µg/m3Toluene 70-130
12747.137.1µg/m31,2,4-Trichlorobenzene 70-130
99.627.227.3µg/m31,1,1-Trichloroethane 70-130
11230.727.3µg/m31,1,2-Trichloroethane 70-130
10227.526.9µg/m3Trichloroethene 70-130
11431.928.1µg/m3Trichlorofluoromethane 70-130
11528.424.6µg/m31,2,4-Trimethylbenzene 70-130
11127.424.6µg/m31,3,5-Trimethylbenzene 70-130
10318.217.6µg/m3Vinyl Acetate 70-130
12015.312.8µg/m3Vinyl Chloride 70-130
11124.021.7µg/m3o-Xylene 70-130
10445.343.4µg/m3m,p-Xylene 70-130
93.04-Bromofluorobenzene (S)70-130
Page 5 of 6Date:05/30/2023 03:29 PM
Page 15 of 18
Quality Control Data
23-139-0026Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
Camden NODA
QC Prep Batch Method:
Volatile Organic Compounds in Air- GC/MS
TO-15
V33787QC Analytical Batch(es):
Analysis Method:
Analysis Description:
TO-15 Prep
QC Prep:V33786
Associated Lab Samples: 96692, 96693
LRB-V33786 Matrix: AIRLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/24/23 11:334.750.202<0.202µg/m3Acetone
05/24/23 11:331.470.224<0.224µg/m3Methyl Ethyl Ketone (MEK)
05/24/23 11:331.470.107<0.107µg/m3Tetrahydrofuran
05/24/23 11:334-Bromofluorobenzene (S)91.6 70-130
LCS-V33786Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
11713.911.9µg/m3Acetone 70-130
11016.314.8µg/m3Methyl Ethyl Ketone (MEK)70-130
10415.314.7µg/m3Tetrahydrofuran 70-130
94.64-Bromofluorobenzene (S)70-130
Page 6 of 6Date:05/30/2023 03:29 PM
Page 16 of 18
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-139-0026
Hart & Hickman (Charlotte)
01102
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:N/A
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:05/19/2023 18:58:30
Special precautions or instructions included?
Comments:
Page 17 of 18
Page 18 of 18

Appendix F 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 G DEQ Risk Calculator (January 2023)
Version Date:
Basis:
Site Name:
Site Address:
DEQ Section:
Site ID:
Exposure Unit ID:
Submittal Date:
Reviewed By:
Prepared By:Hart & Hickman
Suite 100 Sunflour Restaurant Worst Case
North Carolina Department of Environmental Quality
Risk Calculator
Chadbourn Mill/Theron Properties
431, 500, and 508 Charles Avenue
DWM Brownfields
23035-19-060
January 2023
November 2022 EPA RSL Table
North Carolina DEQ Risk Calculator
Table of Contents
Version Date: January 2023
Basis: November 2022 EPA RSL Table
Site ID: 23035-19-060
Exposure Unit ID: Suite 100 Sunflour Restaurant Worst Case
Form No.
Input Form 1A Complete Exposure Pathways
Input Form 1B Exposure Factors and Target Risks
Input Form 1C Contaminant Migration Parameters
Input Form 1D Sample Statistics
Input Form 2A Soil Exposure Point Concentration Table
Input Form 2B Groundwater Exposure Point Concentration Table
Input Form 2C Surface Water Exposure Point Concentration Table
Input Form 2D Soil Gas Exposure Point Concentration Table
Input Form 2E Indoor Air Exposure Point Concentration Table
Output Form 1A Risk for Individual Pathways
Output Form 1B Sitewide Risk
Output Form 2A Resident Soil
Output Form 2B Resident Groundwater Use
Output Form 2C Non-Residential Worker Soil
Output Form 2D Non-Residential Worker Groundwater Use
Output Form 2E Construction Worker Soil
Output Form 2F Recreator/Trespasser Soil
Output Form 2G Recreator/Trespasser Surface Water
Output Form 3A Resident Groundwater to Indoor Air
Output Form 3B Resident Soil Gas to Indoor Air
Output Form 3C Resident Indoor Air
Output Form 3D Non-Residential Worker Groundwater to Indoor Air
Output Form 3E Non-Residential Worker Soil Gas to Indoor Air
Output Form 3F Non-Residential Worker Indoor Air
Output Form 4A Soil to Groundwater - Forward Mode
Output Form 4B Groundwater to Groundwater - Forward Mode
Output Form 4C Soil to Surface Water - Forward Mode
Output Form 4D Groundwater to Surface Water - Forward Mode
Output Form 4E Soil to Groundwater - Backward Mode
Output Form 4F Groundwater to Groundwater - Backward Mode
Output Form 4G Soil to Surface Water - Backward Mode
Output Form 4H Groundwater to Surface Water - Backward Mode
Output Section 4 - Contaminant Migration Worksheets
Output Section 3 - Vapor Intrusion Calculators
TOC
Description
DATA INPUT SHEETS
Check box
if included
Input Section 1 - Exposure Pathways & Parameters
Input Section 2 - Exposure Point Concentrations
DATA OUTPUT SHEETS
Output Section 1 - Summary Output for All Calculators
Output Section 2 - Direct Contact Soil and Groundwater Calculators
North Carolina DEQ Risk Calculator
Complete Exposure Pathways
Version Date: January 2023
Basis: November 2022 EPA RSL Table
Site ID: 23035-19-060
Exposure Unit ID: Suite 100 Sunflour Restaurant 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
Input Form 1A
VAPOR INTRUSION PATHWAYS
DIRECT CONTACT SOIL AND WATER PATHWAYS
Resident
Non-Residential Worker
Recreator/Trespasser
Resident
Non-Residential Worker
CONTAMINANT MIGRATION PATHWAYS
Groundwater
Surface Water
North Carolina DEQ Risk Calculator
Exposure Point ConcentrationsVersion Date: January 2023
Basis: November 2022 EPA RSL Table
Site ID: 23035-19-060
Exposure Unit ID: Suite 100 Sunflour Restaurant 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
Range of
Detection
Limits
Concentration
Used for
Screening
Background
Value
Screening Toxicity Value
(Screening Level) (n/c)
Potential
ARAR/TBC
Value
Potential
ARAR/TBC
Source
COPC Flag
(Y/N)
Rationale for
Selection or
Deletion
1030 MP-DUP 67-64-1 Acetone ug/m3
0.466 MP-24 71-43-2 Benzene ug/m3
0.61 MP-24 75-15-0 Carbon Disulfide ug/m3
0.424 MP-24 67-66-3 Chloroform ug/m3
2.33 MP-24 75-71-8 Dichlorodifluoromethane ug/m3
2540 MP-DUP 109-99-9 ~Tetrahydrofuran ug/m3
402 MP-24 78-93-3 Methyl Ethyl Ketone (2-Butanone)ug/m3
0.878 MP-24 75-09-2 Methylene Chloride ug/m3
0.843 MP-24 91-20-3 ~Naphthalene ug/m3
0.749 MP-24 108-88-3 Toluene ug/m3
0.671 MP-24 79-01-6 Trichloroethylene ug/m3
1.62 MP-24 75-69-4 Trichlorofluoromethane ug/m3
0.417 MP-DUP 95-63-6 Trimethylbenzene, 1,2,4-ug/m3
Input Form 2D
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
DEQ Risk Calculator - Vapor Intrusion - Resident Soil Gas to Indoor Air
Version Date: January 2023
Basis: November 2022 EPA RSL Table
Site ID: 23035-19-060
Exposure Unit ID: Suite 100 Sunflour Restaurant 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 1030 30.9 --
71-43-2 Benzene 0.466 0.01398 3.6E-01 6.3E+00 3.9E-08 4.5E-04
75-15-0 Carbon Disulfide 0.61 0.0183 -1.5E+02 2.5E-0567-66-3 Chloroform 0.424 0.01272 1.2E-01 2.0E+01 1.0E-07 1.2E-0475-71-8 Dichlorodifluoromethane 2.33 0.0699 -2.1E+01 6.7E-04109-99-9 ~Tetrahydrofuran 2540 76.2 -4.2E+02 3.7E-02
78-93-3 Methyl Ethyl Ketone (2-Butanone)402 12.06 -1.0E+03 2.3E-03
75-09-2 Methylene Chloride 0.878 0.02634 1.0E+02 1.3E+02 2.6E-10 4.2E-05
91-20-3 ~Naphthalene 0.843 0.02529 8.3E-02 6.3E-01 3.1E-07 8.1E-03
108-88-3 Toluene 0.749 0.02247 -1.0E+03 4.3E-06
79-01-6 Trichloroethylene 0.671 0.02013 4.8E-01 4.2E-01 4.2E-08 9.7E-0375-69-4 Trichlorofluoromethane 1.62 0.0486 --95-63-6 Trimethylbenzene, 1,2,4-0.417 0.01251 -1.3E+01 2.0E-04
Cumulative:4.9E-07 5.8E-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
DEQ Risk Calculator - Vapor Intrusion - Non-Residential Worker Soil Gas to Indoor Air
Version Date: January 2023
Basis: November 2022 EPA RSL Table
Site ID: 23035-19-060
Exposure Unit ID: Suite 100 Sunflour Restaurant 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 1030 10.3 - -
71-43-2 Benzene 0.466 0.00466 1.6E+00 2.6E+01 3.0E-09 3.5E-05
75-15-0 Carbon Disulfide 0.61 0.0061 - 6.1E+02 2.0E-06
67-66-3 Chloroform 0.424 0.00424 5.3E-01 8.6E+01 8.0E-09 9.9E-06
75-71-8 Dichlorodifluoromethane 2.33 0.0233 - 8.8E+01 5.3E-05
109-99-9 ~Tetrahydrofuran 2540 25.4 - 1.8E+03 2.9E-03
78-93-3 Methyl Ethyl Ketone (2-Butanone) 402 4.02 - 4.4E+03 1.8E-04
75-09-2 Methylene Chloride 0.878 0.00878 1.2E+03 5.3E+02 7.2E-12 3.3E-06
91-20-3 ~Naphthalene 0.843 0.00843 3.6E-01 2.6E+00 2.3E-08 6.4E-04
108-88-3 Toluene 0.749 0.00749 - 4.4E+03 3.4E-07
79-01-6 Trichloroethylene 0.671 0.00671 3.0E+00 1.8E+00 2.2E-09 7.7E-04
75-69-4 Trichlorofluoromethane 1.62 0.0162 - -
95-63-6 Trimethylbenzene, 1,2,4- 0.417 0.00417 - 5.3E+01 1.6E-05
Cumulative: 3.7E-08 4.6E-03
All concentrations are in ug/m3
Output Form
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
m 3E
Risk for Individual Pathways Output Form 1A
Version Date: January 2023
Basis: November 2022 EPA RSL Table
Site ID: 23035-19-060
Exposure Unit ID: Suite 100 Sunflour Restaurant 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 4.9E-07 5.8E-02 NO
Indoor Air NC NC NC
Groundwater to Indoor Air NC NC NC
Soil Gas to Indoor Air 3.7E-08 4.6E-03 NO
Indoor Air NC NC NC
Pathway Source
Source Soil NC
Source Groundwater NC
Source Soil NC
Source Groundwater NC
3.NM = Not modeled, user did not check this pathway as complete.
4.NC = Pathway not calculated, required contaminant migration parameters were not entered.
DIRECT CONTACT SOIL AND WATER CALCULATORS
Resident
Non-Residential Worker
Recreator/Trespasser
2.* = If concentrations in groundwater exceed the NC 2L Standards or IMAC, or concentrations in surface water exceed the
NC 2B Standards, appropriate remediation and/or institutional control measures will be necessary to be eligible for a risk-based
closure.
Surface Water Exceedence of 2B at Receptor?
Exceedence of 2B at Receptor?
VAPOR INTRUSION CALCULATORS
Resident
Non-Residential Worker
CONTAMINANT MIGRATION CALCULATORS
Target Receptor Concentrations Exceeded?
Groundwater Exceedence of 2L at Receptor?
Exceedence of 2L at Receptor?
1.If lead concentrations were entered in the exposure point concentration tables, see the individual calculator sheets for lead
concentrations in comparison to screening levels. Note that lead is not included in cumulative risk calculations.
Notes:
North Carolina DEQ Risk Calculator