22034-18-032_Fairey Finishing

Irerracon
February 10, 2021
North Carolina Department of Environmental Quality
Division of Waste Management — Brownfields Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Attn: Brad Atkinson
P: 919-707-8748
E: [e-mail]
Re: VIMS Installation, Pilot Testing, and Vapor Sampling Report
Fairey Finishing Plant Brownfields Project
1604 E. Lawson Street
Durham, Durham County, North Carolina
Brownfields Project ID: 22034-18-32
Terracon Project No. 70197104
Dear Mr. Atkinson:
On behalf of Durham Technical Community College (DTCC), Terracon Consultants, Inc.
(Terracon) is pleased to submit this Vapor Intrusion Mitigation System Installation, Pilot
Testing, and Vapor Sampling Report for the above referenced site.
If you have any questions, please do not hesitate to contact us at 919-873-2211.
Sincerely,
Terracon Consultants, Inc.
Analee L. Farrell, El
Senior Staff Environmental Engineer
Donald R. Malone, PE
Senior Environmental Engineer
Terracon Consultants, Inc. 2401 Brentwood Road, Suite 107 Raleigh, North Carolina 27604
P [phone] F [phone] terracon.com

VIMS INSTALLATION, PILOT TESTING, AND
VAPOR SAMPLING REPORT
Fairey Finishing Plant Brownfields Project
Brownfields Project Number: 22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
February 10, 2021
Terracon Project No. 70197104
Prepared for:
North Carolina Department of Environmental Quality
Division of Waste Management — Brownfields Section
Raleigh, North Carolina
Prepared by:
Terracon Consultants, Inc.
Raleigh, North Carolina
North Carolina PE #F-0869

VIMS INSTALLATION, PILOT TESTING, AND
VAPOR SAMPLING REPORT
Fairey Finishing Plant Brownfields Project
Brownfields Project Number: 22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
February 10, 2021
Terracon Project No. 70197104
Analee L. Farrell, El
Senior Staff Environmental Engineer
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CARol a
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SEAL
Donald R. Malone, PE
Senior Enaineer<
Terracon Consultants, Inc. 2401 Brentwood Road, Suite 107 Raleigh, North Carolina 27604
P [phone] F [phone] terracon.com

Irerracon
TABLE OF CONTENTS
1.0
Introduction...................................................................................................................1
1.1 Site Description..................................................................................................1
1.2 Site History.........................................................................................................1
1.3 VIMS Design Overview......................................................................................1
2.0
VIMS Installations..........................................................................................................2
2.1 VIMS Installation and QA/QC Testing...............................................................2
3.0
Post -Construction Testing / Pre -Occupancy Testing................................................3
3.1 Pilot Testing.......................................................................................................3
3.2 Sub -Membrane Vapor Sampling.......................................................................4
4.0
Vapor Mitigation System Activation.............................................................................6
5.0
Summary........................................................................................................................7
6.0
References.....................................................................................................................7
EXHIBITS
Exhibit 1
Site Location Map
Exhibit 2
Site Layout Map
Exhibit 3
As -Built Building Layout
TABLES
Table 1
VIMS Install and Sample Dates
Table 2
Summary of Compounds Detected in Sub -Membrane Soil Vapor
Table 3
Historical Temporary Soil Gas Monitoring Point Construction Summary
Table 4
Historical Soil Gas Analytical Results
Table 5
VIMS Activation Vacuum Readings
APPENDICES
Appendix A NCDEQ VIMS Design Submittal
Appendix B Installation Field Notes, Inspection Logs, Photographs, and Building Material SDS
Appendix C Pilot Testing Logs and Photographs
Appendix D Pre -Occupancy Vapor Sampling Logs and Photographs
Appendix E Analytical Laboratory Results and Chain -of -Custody Records
Appendix F NCDEQ Risk Calculator Output
Responsive Resourceful Reliable iv

VIMS Installation, Pilot Testing, and Vapor Sampling Report
Fairey Finishing Plant Durham, North Carolina Irerracon
February 10, 2021 ■ Terracon Project No. 70197104
1.0 INTRODUCTION
1.1 Site Description
The Site is located at 1604 E. Lawson Street in Durham, Durham County, North Carolina and is
comprised of a 4.3-acre portion of a larger parent tract (Exhibit 1). The Site was historically a hosiery
mill, warehousing, and a vacant lot. The site was undergoing active construction activities during
the soil vapor sampling event, but it is understood that construction will be completed for
occupancy in March 2021. The layout of the site is included in Exhibit 2 and a layout of the on -site
building is included in Exhibit 3. The following sections describe the site history, installation,
assurance/quality control (QA/QC) testing, post -construction or pre -occupancy testing, and sub -
membrane sampling activities.
1.2 Site History
The site was reportedly occupied by the Fairey Hosiery Finishing Mill from approximately 1964 to
2005 with structures constructed in 1964 and the late 1970s. By the late 2010s, the mill facility was
converted into a warehouse utilized by Allpack Assembly Inc., which was a packaging and shipping
company. A former 1,000-gallon heating oil UST was removed from the site in 2001 and the on -
site structures were demolished in 2015. Typical hosiery finishing mill operations potentially
included bleaching, dyeing, finishing, printing, shrinking, and application of chemicals to fabrics.
Analytical results from prior soil and groundwater sampling events conducted on the site did not
detect volatile organic compounds (VOCs) or semi -volatile organic compounds (SVOCs) above
the North Carolina Department of Environmental Quality (NCDEQ) Unrestricted Use Preliminary
Soil Remediation Goals (PSRGs) or the North Carolina Administrative Code 2L Groundwater
Standards.
Arsenic was detected in the soil samples above its Unrestricted Use PSRG; however, arsenic
concentrations were consistent with what was expected from naturally occurring conditions based
on the low magnitude of concentrations, narrow concentration range, and frequency of detections.
The results of previous soil gas sampling indicated detections of 1,2,4-trimethyl benzene, m&p
xylenes, benzene, 1,3-butadiene, trichloroethene, and ethylbenzene above their respective NCDEQ
Soil -Gas Screening Levels for Residential Vapor Intrusion. An on -site source of these compounds
has not been identified.
1.3 VIMS Design Overview
In accordance with the attached Vapor Intrusion Mitigation System (VIMS) Design Submittal
(Appendix A), the VIMS includes an active mitigation system beneath the ground level consisting
of a network of horizontal slotted poly -vinyl chloride (PVC) piping installed in gravel -lined trenches
beneath a 4-inch thick layer of sub -slab gravel. The VIMS system was installed to reduce the
Responsive Resourceful Reliable 1

VIMS Installation, Pilot Testing and Vapor Sampling Report
Fairey Finishing Plant Durham, NC Irerracon
February 10, 2021 ■ Terracon Project No. 70197104
potential for vapor intrusion into the building space. Vapor extraction is accomplished through a
sufficient vacuum induced in sub -membrane vapor collection laterals by two roof -mounted blowers.
PVC vapor riser piping collects the vapor from beneath the membrane and discharges the vapor
through the blower exhaust stacks above the building roof.
The design drawings are included in Appendix A. Building material safety data sheets (SDS) are
included in Appendix B.
2.0 VIMS INSTALLATIONS
2.1 VIMS Installation and QA/QC Testing
On February 12, 2020, a certified GeoSeal° inspector from Terracon observed the installation of
the GeoSeal° membrane within the elevator pit. The installation was performed by a GeoSeal°
certified installer, Contractors Waterproofing Inc. (CWI). The installation was performed in general
accordance with the Terracon VIMS design and in general accordance with the manufacturer's
specifications. On February 17, 2020, Terracon observed the rebar in preparation and concrete
pouring of the elevator floor and walls.
Between March 24, 2020 and April 1, 2020, a certified GeoSeal° inspectorfrom Terracon observed
the installation of the aggregate layer, VIMS vent piping, vacuum monitoring points/sub-membrane
sampling points, and the GeoSeal° membrane. Due to the SARS-CoV-2/COVID-19 pandemic, the
installer switched to GeoSeal° certified Buckeye Elm. The installation was performed in general
accordance with the Terracon VIMS design and in general accordance with the manufacturer's
specifications. Sub -membrane soil vapor monitoring points were installed during the installation of
the VIMS using six Vapor Pins°.
Terracon observed smoke testing at 32 locations. The tests were performed by introducing smoke
under the membrane and observing for pinhole leaks in the barrier. Leaks discovered during the
smoke test were repaired by applying additional asphaltic membrane material over the identified
areas until the leaks were observed to be sealed.
Terracon performed coupon testing performed in 32 locations to verify that Buckeye Elm applied
the spray -on membrane to the specified 60-mil thickness. In each location, Buck Eye Elm cut out
an approximate 2-inch by 2-inch portion of the membrane and Terracon measured the thickness
of the coupon using calipers. After completion of the coupon testing, each test area was repaired
per manufacturer specifications by Buck Eye Elm. Twelve (12) of the 32 coupons initially collected
did not meet the design membrane thickness of 60 mils. Therefore, Terracon directed Buckeye
Elm to apply additional asphaltic membrane in each of these areas. Resprayed areas included a
50- by 55-foot area around Coupons 5, 8, 9, and 31; a 30- by 60-foot area around Coupons 14,
15, 29, and 30; a 25- by 50-foot area around Coupons 18 and 19; and a 10- x 80-foot areas around
Responsive Resourceful Reliable

VIMS Installation, Pilot Testing and Vapor Sampling Report
Fairey Finishing Plant Durham, NC Irerracon
February 10, 2021 ■ Terracon Project No. 70197104
Coupons 4, 26, 27, 28, and 32. Upon retesting, each of the areas, Terracon's subsequent coupon
tests equaled or exceeded the design membrane thickness of 60 mils.
On April 2, 2020 and April 5, 2020, Terracon observed the installation of rebar in preparation of
the concrete slab pour. On April 6, 2020, Terracon observed the concrete pour for the building
slab. On April 8, 2020 and April 9, 2020, the VMS installer, Buckeye Elm, applied GeoSeal°
membrane along the exterior of the slab after the wooden forms were removed from the exterior
of the footings per manufacturer specifications. Terracon used blunt nose calipers to measure
membrane thicknesses on vertical walls, which passed the design membrane thichness.
On August 31, 2019, Terracon observed the riser piping installed from the ground floor to the roof.
Terracon confirmed the installation of the vent piping shut-off valve, the sample port on the ground
floor, and the two roof mounted blowers. The field logs and photos summarizing the above
described field observations is attached in Appendix B.
3.0 POST -CONSTRUCTION TESTING / PRE -OCCUPANCY TESTING
3.1 Pilot Testing
Terracon performed pilot testing activities for the VIMS in accordance with the Work Plan
(Terracon, 2020b). On April 29, 2020, Terracon installed the vapor pins at the vacuum monitoring
point locations and conducted pilot testing to assess the performance of the vent piping network
installed below the slab. One of the vapor pins (VP-3) could not be installed on April 29, 2020 due
to water ponding on the concrete slab; the remaining five vapor pins (VP-1, VP-2, VP-4 through
VP-6) were installed and utilized as vacuum monitoring points for the pilot test. On May 10, 2020,
Terracon installed the vapor pin at location VP-3 and conducted additional pilot testing for that
point. The locations of the riser pipes and vapor point are depicted on Exhibit 3.
A vapor extraction fan (Tjernlund M-Series In -Line Fan) was attached to one (of two) vertical riser
pipes (VR-1 and VR-2) at a time, with the other riser pipe capped. The riser pipes and fans were
located on the ground floor of the building. Vapor pins were utilized as vacuum monitoring points
and were capped when not being measured. Prior to beginning the test, vacuum measurements
were collected at each sample port to record a base line condition. After the fan was turned on, an
anemometer was used periodically to measure the blower exhaust flow from the fan. The
manometer, with units of kilopascals (kPa), was utilized to periodically record differential pressures
at the fan and at the vapor pins. Terracon conducted separate tests for each riser location, each
for an approximate 60-minute duration. During each test, we recorded the air flow measurements
at each fan location, and the vacuum measurements at each vapor pin. Following the first two 60-
minute tests, additional data was collected using a higher -powered fan.
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VIMS Installation, Pilot Testing and Vapor Sampling Report
Fairey Finishing Plant Durham, NC Irerracon
February 10, 2021 ■ Terracon Project No. 70197104
Based on the vacuum readings recorded during extraction from a single riser (per test), vacuum
measurements greater than 4 pascals were measured at each vapor pin when extracting from
either riser. The average reading utilizing a 200 cubic feet per minute fan was 0.314 kPa or
314 pascals. These values exceeded the 4-pascal vacuum target recommended by the NCDEQ
(2018). This indicates that subslab vapor recovery and communication with the aggregate layer is
sufficient. The expected vacuum with both risers operating simultaneously will provide additional
coverage, further enhancing the vacuum across the slab.
Based on the vacuum readings, the areas below the slab can be effectively influenced by the
current piping network. The record of flow and vacuum measurements for each riser pipe is
included as an attachment. Graphs comparing the vacuum measurements to the distance of the
vacuum monitoring point from the riser depict a generally uniform vacuum across the aggregate
layer beneath the building regardless of the distance from the riser pipes. The record of flow and
vacuum measurements for each riser pipe is included in Appendix C.
3.2 Sub -Membrane Vapor Sampling
Terracon mobilized to the site on July 8 and July 10, 2020 to sample sub -membrane vapor points
in the building. The building layout and Vapor Pin° sampling points are shown on Exhibit 3. In
accordance with the Work Plan, Terracon conducted one pre -occupancy sub -membrane sampling
event after waiting at least 30 days following the pouring of the concrete slab, which occurred in
April 2020 (Table 1). Field notes and photos are included in Appendix D.
3.2.1 Site Status During Sampling
At the time of sampling, the exterior of the building was constructed, the interior walls were framed
without drywall or paint. Construction crews were completing interior utilities, exterior finishes and
painting at the time of the sampling event. The methodologies for sub -membrane sampling are
described in the following paragraphs.
3.2.2 Shut -In Test
Prior to connection of the sampling equipment to the sub -membrane sample point, Terracon
conducted a shut-in (dead -head) test to check for leaks in the above -ground purge/sampling
manifold. The sampling train consisted of a batch certified 1-liter Summa canister for sample
collection (sample canister) connected to a critical orifice flow restrictor (flow controller). The
sampling train influent was capped, the sampling canister remained closed, and a hand pump was
used to generate a negative pressure reading of at least 15 inches of mercury on the sampling
train pressure gauge. The pressure gauge was then observed for losses in vacuum. If there was
an observable loss of vacuum, the fittings were adjusted until the vacuum in the sample train did
not noticeably dissipate. Each summa canister and sampling train underwent shut-in testing
approximately 24-hours prior to sampling in the field. If summa canisters exhibited observable loss
of vacuum after this 24-hour period, the fittings were adjusted until the vacuum in the sample train
did not noticeably dissipate and the shut-in test was repeated.
Responsive Resourceful Reliable 4

VIMS Installation, Pilot Testing and Vapor Sampling Report
Fairey Finishing Plant Durham, NC Irerracon
February 10, 2021 ■ Terracon Project No. 70197104
3.2.3 Helium Tracer Test
Following the shut-in test, Terracon connected the purge/sampling train to the sub -membrane
vapor sampling point and then conducted a Helium tracer gas leak test. The tracer gas serves as
a QA/QC check to verify the integrity of the seal of sampling train to the sample point. An MGD-
2002 helium detector was used to verify the presence and concentration of tracer gas.
The protocol for using a tracer gas is to enclose the sampling train and sample point outlet with a
shroud and enrich the shroud atmosphere with at least 10 percent helium. The purging device
(syringe) was situated outside of the shroud and connected to the sampling train by Teflon° lined
tubing running through the shroud. A minimum of three volumes was evacuated from the sample
point. Purged soil gas was directed to a tedlar bag at the end of each purge volume. Purged soil
gas in the tedlar bag was then screened for helium to assess for leaks in the sampling point seal
and with a parts per billion (ppb) photo -ionization detector (ppb RAE Plus) to assess for volatile
organic compounds (VOCs). The shroud helium concentration and the helium concentration in the
purged soil vapor was documented after each volume purged.
One purge volume included the volume of the 5/8-inch previously removed threaded rod insert
minus the Vapor Pine and neoprene seal volume. Based on this construction, one purge volume
was calculated at approximately 300-400 milliliters (mL); therefore, at least 900-1200 mL
(approximately 3 purge volumes) was evacuated from the sample point prior to sample collection.
Terracon adjusted the required purge volume for each sample as needed based on the as -built
construction of each Vapor Pin°.
Sample collection occurred when the tracer testing indicated helium concentrations in the vapor
point were less than or equal to 10 percent of the helium concentration in the shroud, indicating a
sufficiently sealed vapor point annulus. Photographs of the shroud and sampling set-up are
included in Appendix D.
Helium breakthrough was not experienced during the sampling activities. Purge rates were 1-liter
per minute or less for the helium tracer test. Sampling rates, as discussed in the next section were
200-milliliters per minute or less, per the Work Plan.
3.2.4 Sub -Membrane Soil Vapor Sample Collection
Following the helium leak test, the valve to the purge device was closed and the sample canister
valve was opened to collect soil vapor for laboratory analysis. The sample was collected at a flow
rate of less than 200 milliliters per minute. The sample canister valve was closed when the gauge
measured approximately 4 inches of mercury (Hg) vacuum. The canisters were packaged and
delivered along with chain -of -custody documentation to Pace Analytical (Pace) in Mt. Juliet,
Tennessee for analysis of VOCs via Method TO-15.
Terracon contacted Pace in advance of the soil vapor sampling event to ensure that the vacuum in
the sample canister was recorded prior to analysis. Vacuums upon receipt by the laboratory matched
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VIMS Installation, Pilot Testing and Vapor Sampling Report
Fairey Finishing Plant Durham, NC Irerracon
February 10, 2021 ■ Terracon Project No. 70197104
the field recorded vacuum with the exception of VP-1, which was recorded as -4 inches Hg in the field
and -5 inches Hg by the laboratory. Analytical results of detected compounds are listed in Table 2.
3.2.5 Analytical Results
Sub -membrane analytical results were compared with the residential and non-residential NCDEQ
Sub -Slab Screening Levels. Twenty-seven VOCs were detected in one or more samples below their
respective residential and non-residential Sub -Slab Screening Levels. The results for the sampling
event is presented in Table 2. The laboratory analytical reports for the sampling event is included
as Appendix E.
3.2.6 NCDEQ Risk -Calculator
Terracon utilized the NCDEQ Risk Calculator (July 2020) to evaluate the risk for the soil -gas to
indoor air exposure pathway. The residential soil gas to indoor air pathway and the non-residential
worker soil gas to indoor air pathway were evaluated. In accordance with the Work Plan, the
building is an individual exposure unit. Since analytes were detected below their applicable sub -
slab vapor standards, the highest concentration of each detected analyte within the exposure unit
was included in the evaluation.
The cumulative carcinogenic risk and the hazard index calculated based on these exposure units
does not exceed for the NCDEQ's acceptable levels for cumulative cancerous effects (10-1) and
non -cancerous systemic effects (hazard index greater than or equal to one) for the resident indoor
air scenario. Below are the calculated cumulative carcinogenic risk and non -cancerous systemic
effects for each exposure unit:
Residential: Cumulative Carcinogenic Risk: 5.3x10-6
Cumulative Non -Carcinogenic Risk: 0.17
Non -Residential: Cumulative Carcinogenic Risk: 4.0x10-7
Cumulative Non -Carcinogenic Risk: 0.013
The NCDEQ Risk Calculator summary is included in Appendix F.
4.0 VAPOR MITIGATION SYSTEM ACTIVATION
On January 20, 2021, the two roof -mounted blowers were activated. On January 27, 2021,
Terracon mobilized to the site to check the vacuum measurements beneath the slab at each of the
vapor points. Terracon utilized a digital manometer with units of inches of water column to measure
the subslab vacuum levels at the vapor pins. The record of pressure measurements for each vapor
point is included in Table 5. Vacuum levels in the vapor pins ranged from 5.28 to 5.43 inches of
water (1,310 to 1,350 Pa) in vapor points VP-1 to VP-6.
Responsive Resourceful Reliable

VIMS Installation, Pilot Testing and Vapor Sampling Report
Fairey Finishing Plant Durham, NC Irerracon
February 10, 2021 ■ Terracon Project No. 70197104
5.0 SUMMARY
In accordance with the NCDEQ Brownfields Program VIMS Design Submittal New Construction
Minimum Requirements Checklist dated March 2018, the VIMS for the Applied Technology
Building was installed in a manner consistent with the VIMS design and objectives. Based on the
pre -occupancy sampling results, Terracon does not propose an additional sampling event and the
VIMS will remain an active system. Terracon proposes to start pressure monitoring in March 2021
at the beginning of site occupancy.
6.0 REFERENCES
North Carolina Department of Environmental Quality, 2018, Vapor Intrusion Guidance, Division of
Waste Management, Version 2, March.
Terracon Consultants, Inc. (Terracon), 2020a, Vapor Intrusion Mitigation Design Submittal. Fairey
Finishing Plant, New Applied Technologies Building, 1604 E. Lawson Street Durham,
Durham County, NC. February 28.
Terracon, 2020b, Vapor Intrusion Mitigation System Pilot Testing and Vapor Sampling Brownfields
Work Plan, DTCC Applied Technologies Building, 1604 E. Lawson Street Durham, Durham
County, NC. April 23.
Responsive Resourceful Reliable 7

EXHIBITS

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TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY
QUADRANGLES INCLUDE: SOUTHWEST DURHAM, NC (1/1/2002) and SOUTHEAST DURHAM, NC (1/1/2002).
Project Manager: Project t� SITE LOCATION MAP Exhibit
ALF 7b=2,004 Irerracon
Drawn by: ALF scale: 1"=2 000' Fairey Finishing Plant
Checked by: DRM 70197104 Brownfield Project Number: 22034-18-32
2401 Brentwood Rd Ste 107 1604 East Lawson Street
Approved by: DRM FEB 2021 Raleigh, NC 27604-3686 Durham, North Carolina

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Legend _
9 - J COOPER ST -
Current/Future Building Locations
Approximate Site Boundary j
DT.CC Building 4
(Newton Hall)
Note: The underlaid figure is the preliminary grading plan for site redevelopment (New 50
Applied Technology Building, 50% CD Submission - Vol. 2 of 4 Drawings, O'Brien/Atkins
Associates, PA., dated January 28, 2019) Feet
PM: Project No.
ALF 70197104
Drawn By: Scale:
ALF 1 in = 100 ft
Checked By: File Path:
DRM 70197104
Approved BybRM Date:
Site Layout Map
EXHIBIT
NO.
Irerracon
Applied Technologies Building
Former Fairey Finishing Plant
Brownfield Project Number: 22034-18-32
1604 East Lawson Street
Durham, North Carolina
2401 Brentwood Drive, Suite 107 Raleigh, NC 27504
Phone: [phone] Fax: [phone]

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Legend
C =3 Extent of VMS Membrane
4-inch Slotted SCH 40 PVC Vapor Collection Piping
vR9 0 6-inch Vertical Riser Pipe
vP-1 Vapor Pin Sampling Point (Detail 21 Sheet VMS-3)
4-inch Solid SCH 40 PVC Transition Pipe
0 4 6 16 24
Approximate SwIe in Feet
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TABLES

Table 1
VIMS Install and Sample Dates
Applied Technology Building
Fairey Finishing Mill NCBP #22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Days Between
VIMS Install
Concrete Slab
Vapor Sampling
Concrete Pour
Building ID
Analysis
Dates
Pour Date
Date
and Vapor
Sam ring
Applied
03/23/2020
0 and
TO 15
Technology
through
04/07/2020
92
Building
04/06/2020
07/10/20
07/10/2020
(Full List)

Table 2
Summary of Compounds Detected in Sub -Membrane Soil Vapor
Applied Technology Building
Fairey Finishing Mill NCBP #22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Sample ID:
Sample Date:
VP-1
VP-2
VP-3
VP-4
VP-5
VP-6
NCDEQ
VI-SSSL
(Res)
NCDEQ
VI-SSSL
(Non -Res)
07/08/20
07/10/20
07/10/20
07/08/20
07/08/20
07/08/20
Volatile Organic Compounds (TO-15) - (µg/m)
Acetone
27.6
25.7
10.9
15.4
14.9
46.1
220,000
2,700,000
Benzene
1.26
0.84
0.82
<1.04
3.17
3.29
120
1,600
2-Butanone (MEK)
6.43
5.46
<3.69
4.04
4.36
17.2
35,000
440,000
Carbon disulfide
6.97
12.8
<0.62
3.0
2.83
3.52
4,900
61,000
Chlorobenzene
<0.924
<0.924
<0.924
1.21
<0.924
<0.924
350
4,400
Chloroform
15.6
5.79
7.74
4.46
7.11
<0.973
41
530
Chloromethane
4.23
1.32
0.973
1.21
1.87
2.42
630
7,900
Cyclohexane
11.1
1.32
2.19
2.76
15.4
112
42,000
530,000
Dichlorodifluoromethane
2.83
2.76
2.74
3.0
2.73
2.6
700
8,800
Ethanol
19.4
91.4
99.0
17.2
23.9
41.5
NE
NE
Ethylbenzene
2.22
3.29
1.42
5.16
23.0
33.3
370
4,900
4-Ethyltoluene
<0.982
6.04
<0.982
3.99
16.1
13.9
NE
NE
Heptane
3.63
1.77
1.11
4.62
20.0
203
2,800
35,000
n-Hexane
15.1
8.25
2.83
5.18
7.65
75.8
4,900
61,000
Methylene Chloride
4.17
9.97
0.74
14.0
0.84
<0.694
4,200
53,000
2-Propanol
<3.07
14.9
11.4
8.5
14.3
27.8
1,400
18,000
Styrene
1.75
<0.851
1.32
1.47
<0.851
5.53
7,000
88,000
Tetrachloroethene(PCE)
36.2
15.1
17.9
11.8
22.8
16.5
280
3,500
Tetrahydrofuran
<0.59
<0.S9
<0.59
1.65
<0.59
<0.59
14,000
180,000
Toluene
5.16
14.7
4.52
6.33
25.2
30.2
35,000
440,000
Trichloroethene(TCE)
1.89
<1.07
3.79
1.09E
1.74B
<1.07
14
180
Trichlorofluoromethane (Freon 11)
54.8
3.51
4.62
4.5
4.36
4.6
NE
NE
1,2,4-Trimethylbenzene
1.97
6.18
2.4
4.33
16.1
13.6
420
530
1,3,5-Trimethylbenzene
<0.982
2.12
1.01
3.23
15.3
10.8
420
530
2,2,4-Trimethylpentane
2.46
5.19
<0.934
1.0
3.14
14.9
NE
NE
m&p-Xylenes
3.71
14.0
4.04
7.89
33.5
32.8
700
8,800
o-Xylene
2.61
1 6.5
2.28
5.72
30.7
23.1
700
8,800
Res. Cumulative Carcinogenic Risk
Res. Cumulative Non -Carcinogenic Risk
5.30E-06
1.70E-03
Comm. Cumulative Carcinogenic Risk
Comm. Cumulative Non -Carcinogenic Risk
4.00E-07
1.30E-02
Notes:
Detected compounds or compounds detected in one or more soil gas samples are shown in the table
Concentrations are reported in micrograms per cubic meter (pg/m)
Values in BOLD were detected above the method detection limit
NCDEQ DWM - North Carolina Department of Environmental Quality Division of Waste Management
Res - residential; Comm. - commercial/industrial
Cumulative Carcinogenic Risk is 1E-04; Cumulative Non -Carcinogenic Risk is 1.0
DWM VI-SSSL NCDEQ DWM Vapor Intrusion - Sub -Slab Screening Level (February 2018)
SGSL - Residential and Non -Residential Sub Slab and Exterior Soil Gas Screening Level (February, 2018)
Shaded detections exceed their applicable screening level
1- estimated concentration above the method detection limit but at/or below the laboratory reporting limit
<: not detected above laboratory reporting limit
ft bls - feet below land surface
NA: Not analyzed
B - detected in the laboratroy method blank

Table 3
Historical Temporary Soil Gas Monitoring Point Construction Summary
Applied Technology Building
Fairey Finishing Mill NCBP #22034-18-32
1604 East Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Vapor Point
Type
Sample ID
Installed
Screen
ft bls
Sand
ft bls
Bentonite
ft bls
Sampled
Shallow Soil
Gas Point
SG-01
07/11/17
4.0
2-4
0-2
07/12/17
SG-01a
07/11/17
8.0
7-8
0-7
NS - No Flow
SG-02
07/11/17
4.0
2.5-4
0-2.5
07/12/17
SG-03
07/11/17
4.0
2-4
0-2
07/12/17
SG-04
07/11/17
5.0
2-5
0-2
07/12/17
SG-05
07/11/17
4.0
2-4
0-2
07/12/17
SG-06
07/11/17
4.5
2-4.5
0-2
07/12/17
SG-07
07/11/17
5.0
2-5
0-2
07/12/17
SG-08
07/11/17
5.0
2-5
0-2
07/12/17
Notes:
INS: Not sampled
-- indicates not applicable

Table 4
Historical Soil Gas Analytical Results
Applied Technology Building
Fairey Finishing Mill NCBP #22034-18-32
1604 East Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Northern Parcel
Sample ID:
Sample Date:
Screen (ft bls):
SG-Ol
17111117
4
SG-02
07/11/17
4
SG-03
07/11/17
4
SG-04
07/11/17
5
SG-05
07/11/17
4
SG-06
07/11/17
4.5
SG-07
07/11/17
5
SG-18
07/11/17
5
DWM
VI-SGSL
(Res)
DWM
VI-SGSL
(Non -Res)
Volatile Organic Compounds (TO-15) -
(µg/m3)
Acetone
26.1
24.2
63.1
64.0
120
47.1
20.2
<59.4
216,000
2,720,000
Benzene
119
123
65.2
24.1
138
131
59.2
74.1
120
1,570
1,3-Butadiene
10.4
<8.85
<8.85
9.46
116
253
12.1
463
13.9
175
Carbon disulfide
62.2
44.0
32.0
31.7
124
35.8
78.8
67.7
4,870
61,300
Chloroethane
<1.06
1.49
<1.06
<1.06
<1.06
38.2
<1.06
<10.6
69,500
876,000
Chloroform
9.55
4.0
2.35
27.8
18.4
<3.89
5.80
<19.5
40.7
533
Chloromethane
<0.826
<0.826
<0.826
<0.826
2.18
142
1.23
<8.26
626
7,880
cis-1,2-Dichloroethene
<1.59
<1.59
9.84
<1.59
6.87
4.47
<1.59
<15.9
NE
NE
C clohexane
11.7
8.46
4.68
3.47
16.7
11.5
8.61
<13.8
41,700
526,000
1,4-Dichlorobenzene
<24
5.56B
<2.4
<4.81
<4.81
<4.81
<9.62
<24
85.1
1,110
1,1-Dichloroethene
<1.59
<1.59
2.48
<1.59
<1.59
5.63
<1.59
<15.9
1,390
17,500
Dichlorodifluoromethane
<1.98
<1.98
<1.98
2.37
2.08
<3.96
<1.98
<19.8
695
8,760
Ethanol
11.7
3.11
18.9
12.4
18.2
20.8
14.0
34.7
NE
NE
Ethylbenzene
174
457
219
306
172
310
131
374
1 4,910
4-Ethyltoluene
281
225
278
138
272
82.8
168
51.7
NE
NE
Heptane
176
181
68.9
31.5
197
97.7
72.3
152
NE
NE
Isopro ylbenzene
105
65.6
70.3
40.1
80.0
27.0
<7.87
<19.7
2,780
35,000
Methylene Chloride
2.19E
1.98E
2.22E
1.48E
<1.39
<2.78
<1.39
<13.9
4,170
52,600
2-Butanone (MEK)
7.50
<7.37
13.1
8.57
40.6
<14.7
<7.37
<73.7
34,800
438,000
4-Methyl-2-pentanone (MIBK)
<10.2
<10.2
21.9
<10.2
22.3
<20.5
<40.9
<102
20,900
263,000
Naphthalene
<66
7.77B
18.56
15.46
15.66
14.16
<26.4
<66
20.9
263
n-Hexane
87.3
69.8
27.0F29.6
225
231
61.4
355
4,870
61,300
Propene
267
46.8
33.6
624
1200
505
5280
20,900
263,000
Styrene
<17
<1.7
<1.7
<3.4
42.0
<6.81
<17
6,950
87,600
Tetrachloroethene (PCE)
26.2
19.7
32.3
31.7
54.0
26.1
29.9
278
3,500
Toluene
2520
762
1450
886
545
952
512
34800
438,000
Trichloroethene (TCE)
6.91
6.65
45.8
29.4
<8.57
<21.4
13.9
175
Trichlorofluoromethane
<2.25
<2.25
<2.25
5.55
<4.5
<2.25
<22.5
NE
NE
2,2,4-Trimethylpentane
250
344
85.8
31.4
257
73.9
80.2
97.0
NE
NE
1,2,4-Trimethylbenzene
815
268
866
408
785
280
504
136
48.7
613
1,3,5-Trimethylbenzene
384
271L7.9
176
324
102
234
49.2
NE
NE
Vinyl chloride
<1.02
1.20
<1.02
2.41
31.9
<1.02
<10.2
55.9
2,790
m&p-Xylenes
430
652
829
1300
548
1190
418
695
8,760
o-Xylene
655
431
235
600
187
327
1 126
695
8,760
Notes:
Compounds detected in one or more soil vapor samples shown
Concentrations are reported in micrograms per cubic meter (µg/m')
DWM VI-SGSL: NCDEQ DWM Vapor Intrusion - Soil Gas Screening Level (October 2016)
Res/Non-Res: Residential/Non-Residential
Shaded detections exceed their applicable standard and/or screening level
Values in BOLD were detected above the method detection limit
l: Estimated concentration between the method detection limit and reporting limit
ft bls: feet below land surface
NE: Not established
B: Analyte found in the associated blank
E: Analyte concentration exceeds the labroatory upper limit of the calibration range of the instrument established by the initial calibration (ICAL)

Table 5
VIMS Activation Vacuum Readings
Applied Technology Building
Fairey Finishing Mill NCBP #22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Vapor Point ID:
Date:
VP-1
VP-2
VP-3
VP-4
VP-5
VP-6
01/27/21
01/27/21
01/27/21
01/27/21
01/27/21
01/27/21
Manometer Readings in Inches of Water Column:
5.42
5.28
5.42
5.42
5.43
5.37
Manometer Readings in Pascals:
1349
1314
1349
1349
1351
1336

APPENDIX A - NCDEQ VIMS DESIGN SUBMITTAL

Vapor Intrusion Mitigation Design Submittal
Fairey Finishing Plant
Brownfields Project ID: 22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
February 28, 2020
Prepared for:
North Carolina Department of Environmental Quality
Division of Waste Management
Raleigh, North Carolina
Prepared by:
Terracon Consultants, Inc.
Raleigh, North Carolina

February 28, 2020
NCDEQ — Brownfields Program
217 West Jones Street
Raleigh, NC 27603
Attn: Ms. Brad Atkinson
P: 919-707-8748
E: [e-mail]
Re: Vapor Intrusion Mitigation Design Submittal
Fairey Finishing Plant
Brownfields Project ID: 22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Mr. Atkinson:
1rerracon
On behalf of Durham Technical Community College (i.e. the Proposed Developer), Terracon
Consultants, Inc. is pleased to submit this VIMS Design Submittal for the above referenced site.
If you have any questions concerning this report or need additional information, please contact us at
919-873-2211.
Sincerely,
Terracon Consultants, Inc.
Analee L. Farrell, El
Staff Engineer
Attachments
1
Donald R. Malone, PE
Senior Engineer
Terracon Consultants Inc. 2401 Brentwood Rd, Ste 107 Raleigh; NC 27604-3686
P 919-873-2211 F 919-873-9555 terracon.com

TABLE OF CONTENTS
Page No.
1.0 Introduction....................................................................................................................................1
2.0 Design Basis...................................................................................................................................1
3.0 Quality Assurance / Quality Control............................................................................................ 2
4.0 Post -Construction / Pre -Occupancy System Effectiveness Testing........................................2
5.0 Post -Occupancy Testing...............................................................................................................2
6.0 Future Tenants & Building Uses.................................................................................................. 3
7.0 Reporting........................................................................................................................................ 3
8.0 Design Submittal Exhibits.............................................................................................................3
APPENDICES
APPENDIX A VIMS Design
APPENDIX B GEO-SEAL° Specifications

Fairey Finishing Plant Brownfield Site Irerracon
22034-18-32 Durham, North Carolina
February 28, 2020 Terracon Project No. 70197104
1.0 INTRODUCTION
Terracon Consultants Inc. (Terracon) prepared this Vapor Intrusion Mitigation System (VIMS)
design for installation at the Fairey Finishing Plant site located at 1604 E. Lawson Street in
Durham, North Carolina. The site will be redeveloped with an educational building, known as the
Applied Technologies Building for Durham Technical Community College. The proposed building
will be two -stories and include a 20,467-square foot ground floor with a foundation consisting of
concrete column footings.
The results of previous soil gas sampling were entered into the NCDEQ Brownfields Program
Risk Calculator for Soil Gas to Indoor Air Pathways. The Risk Calculator indicates a human -health
risk for the resident exposure scenarios for the proposed on -site educational building. The
NCDEQ Risk Calculator indicates the existing soil vapor concentrations detected at the site
exceed the acceptable risk level for unrestricted use. To decrease the risk of vapor intrusion, the
VIMS was designed to be installed beneath the proposed building. Additionally, in locations within
the ground -level footprint where potential conduits may be present (i.e. elevator shafts), the VIMS
will also be installed. The proposed site layout is presented in the attached design (Appendix A).
2.0 DESIGN BASIS
The VIMS design will be used to guide construction of the mitigation system. The VIMS includes
installation of a 60-mil dry thickness spray applied vapor barrier liner beneath ground level
portions of the proposed building. The technical specifications and manufacturer installation
instructions are included in Appendix B. Sub -slab venting construction materials and membrane
vapor barrier construction materials are included with installation specifications on the VIMS
design in Appendix A.
To the extent practical, contaminants of concern (COCs) (i.e. benzene, 1,3-butadiene,
ethylbenzene, trichloroethene (TCE), 1,2,4-trimethyl benzene, and xylenes) will not be present in
the building materials. Safety data sheets (SDS) will be requested by the general contractor from
the project contractors to document materials used in construction as well as items associated
with the VIMS once they are selected. SDSs will be included as an appendix to the sampling
workplan.
The VIMS includes an active mitigation system beneath the ground level occupied spaces to
reduce the potential for vapor intrusion into the building space. Vapor extraction will be
accomplished using roof mounted vacuum blowers and poly -vinyl chloride (PVC) riser piping
which will collect vapor from beneath the membrane and discharge the vapor through exhaust
stacks above the building roof. Piping will be labeled at intervals of less than 10 linear feet. A
minimum of 4-inch think aggregate base layer below the sub -slab will increase the effectiveness
of the sub -slab vapor transmission. The vacuum blowers will have an alarm system installed to
Responsive ■ Resourceful ■ Reliable

Fairey Finishing Plant Brownfield Site Irerracon
22034-18-32 Durham, North Carolina
February 28, 2020 Terracon Project No. 70197104
monitor the pressure and blower control. The VIMS will include sub -membrane monitoring points
with specifications and locations included on the VIMS design in Appendix A. Sample collection
of sub -slab vapor and/or indoor air for chemical analysis is not planned for the site at this time.
3.0 QUALITY ASSURANCE / QUALITY CONTROL
For quality assurance and quality control (QA/QC) purposes, Terracon will observe the VIMS
installation activities will be made at various stages during construction. The inspections will be
performed on the aggregate base, sub -membrane sampling points, passive vent piping
installation, vapor barrier installation, vertical riser piping, and fan installations. The inspections
will be performed under the supervision of the design professional engineer (PE). The inspections
will include field logs and photographs. When possible, NCDEQ Brownfields Program will be given
a 48-hour notice prior to conducting the inspections on the site.
Smoke testing and thickness coupon measurements will be conducted following the vapor barrier
installation and documented with field logs and photographs. Terracon will submit the inspection
documentation, smoke testing documentation, and coupon testing documentation to NCDEQ.
4.0 POST -CONSTRUCTION / PRE -OCCUPANCY SYSTEM
EFFECTIVENESS TESTING
Following installation of the VIMS piping, vapor barrier, and concrete slab, but prior to building
occupancy, Terracon will conduct influence testing on the piping network. Pressure testing will
offer evidence that the piping network is providing sufficient vacuum influence below the slab. For
the pilot influence test, a variable speed vapor extraction fan will be attached to select vertical
risers. The vacuum and air flow at varying speeds will be measured at the extraction fan location,
and pressure readings will be collected at measuring points located below the membrane. The
results of the pilot influence test will be submitted to NCDEQ. A sub -membrane analytical testing
is not planned for the site at this time.
5.0 POST -OCCUPANCY TESTING
The proposed VIMS design is an active system. Post -occupancy pressure testing will be
conducted once building construction is complete on a monthly basis and submitted to the
Brownfields manager on a quarterly basis.
The frequency of future pressure testing will be evaluated after 1 year. The testing protocol and
sampling details will be included in a workplan submitted under separate cover.
Post -construction soil vapor sampling is not warranted. Testing protocols and triggers for
additional testing will be detailed in a workplan submitted under separate cover.
Responsive ■ Resourceful ■ Reliable 2

Fairey Finishing Plant Brownfield Site Irerracon
22034-18-32 Durham, North Carolina
February 28, 2020 ■ Terracon Project No. 70197104
6.0 FUTURE TENANTS & BUILDING USES
The future building use will be an educational building, primarily utilized by college students and
staff, with associated parking areas. After occupancy, the on -site facilities department will
maintain the VIMS piping and vacuum blowers per the Brownfields Agreement.
For building renovations or if VIMS components are exposed or damaged, the property
management will need to contact a North Carolina Professional Engineer (PE) to oversee and/or
inspect the VIMS repair activities. A report will be submitted to NCDEQ detailing the repairs or
alterations to the VIMS.
7.0 REPORTING
Upon completion of post -construction testing, Terracon will prepare and submit a report to
NCDEQ, under the direct supervision of a North Carolina licensed PE. The report will summarize
the following:
■ Summary of VIMS installation;
■ QA/QC measures;
■ Post -construction effectiveness testing; and
■ An opinion of the VIMS design.
The appendix portion of the report will include as -built drawings, inspection logs with photographs
and field logs, and relevant SDS. Sub -membrane sampling results will be submitted under
separate cover than the post -construction testing report.
8.0 DESIGN SUBMITTAL EXHIBITS
Design drawings are provided in Appendix A.
Design specifications are provided in Appendix A and Appendix B.
Responsive ■ Resourceful ■ Reliable 3

VIMS DESIGN SUBMITTAL

PLANS & SPECIFICATIONS FOR
ACTIVE VAPOR MITIGATION SYSTEM
DURHAM TECHNICAL COMMUNITY COLLEGE
NEW APPLIED TECHNOLOGIES BUILDING
1604 EAST LAWSON STREET
DURHAM, NORTH CAROLINA
PROJECT SITE LOCATION
N
Neat Lawson SN trees
Sib
Cooper Strcet
0 250' S00
INDEX OF SHEETS
VMS-1 TITLE SHEET AND GENERAL NOTES
VMS-1.1 GENERAL NOTES -ROOF MOUNTED
REGENERATIVE BLOWER SYSTEM
VMS-2 VAPOR MITIGATION SYSTEM PLAN
VMS-3 VAPOR MITIGATION SYSTEM DETAILS
VMS4 FIRST FLOOR LAYOUT WITH VENT RISERS
VMS-S ROOF RISER TRANSITION LAYOUT
NOTICE FOR CONTRACTOR
ALL CONTRACTORS AND SUBCONTRACTORS
PERFORMING WORK SHOWN ON OR RELATED TO
THESE PLANS SHALL CONDUCT THEIR OPERATIONS
SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE
PLACE TO WORK AND THE PUBLIC IS PROTECTED.
ALL CONTRACTORS AND SUBCONTRACTORS SHALL
COMPLY WITH THE "OCCUPATIONAL SAFETY AND
HEALTH REGULATIONS- OF THE U.S. DEPARTMENT
OF LABOR AND ALL LOCAL AND STATE
REGULATIONS.
THE OWNER AND THE VMS DESIGNER SHALL NOT BE
RESPONSIBLE IN ANY WAY FOR CONTRACTORS AND
SUBCONTRACTORS COMPLIANCE WITH THE
"OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR
AND ALL LOCAL AND STATE REGULATIONS.
CONTRACTOR AGREES THAT HE SHALL ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY, THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS
AND THAT THE CONTRACTOR SHALL DEFEND
INDEMNIFY, AND HOLD THE OWNER AND THE VMS
DESIGNER HARMLESS FROM ANY AND ALL LIABILITY
REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPT FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE VMS
DESIGNER.
IN CASE OF CONFLICT BETWEEN THESE PLANS AND
OTHER SITE DESIGN DOCUMENTS AND/OR
MANUFACTURER SPECIFICATIONS / REQUIREMENTS
THE APPROPRIATE PARTIES I COMPANIES WITH
CONFLICTING DOCUMENTATION SHALL CONFER TO
DETERMINE A MUTUALLY AGREED UPON SOLUTION.
NOTES 2. THE UPPER SURFACE OF THE VMS MEMBRANE SHALL BE PROTECTED BY A MANUFACTURER APPROVED PROTECTIVE 5. THE VMS MEMBRANE SHALL BE INSTALLED BEFORE PLACEMENT OF REINFORCING STEEL. IF REINFORCING STEEL IS PRESENT 6. THE PENETRATION SHALL BE WRAPPED WITH A POLYPROPYLENE CABLE TIE AT A POINT 2 INCHES ABOVE THE BASE OF THE
I. APPLICABILITY GEOTEXTILE LAYER, PLACED BETWEEN THE FLOOR SLAB AND THE MEMBRANE AS SPECIFIED ON THESE PLANS. THE AT THE TIME OF APPLICATION, ALL EXPOSED REINFORCEMENT SHALL BE MASKED BY THE FOUNDATION SUBCONTRACTOR PENETRATION. THE CABLE TIE SHALL BE TIGHTENED FIRMLY SO AS TO SQUEEZE THE CURED MEMBRANE COLLAR, BUT NOT
A. GENERAL PROTECTIVE LAYER IS INSTALLED AFTER THE APPLICATION,CURING, AND TESTING OF THE ASPHALTIC MEMBRANE. PRIOR TO APPLICATION OF THE ASPHALTIC LAYER, TOO TIGHT TO SLICE INTO THE FINISHED SEAL. (SEE DETAIL 3, SHEET VMS-3F THE CABLE TIE MAY BE INSTALLED IMMEDIATELY
1. AN ACTIVE VAPOR MITIGATION SYSTEM (VMS) SHALL BE INSTALLED AND WILL INCLUDE A 60 MIL DRY THICKNESS APPLICATION AFTER THE GEOTEXTILE LAYER COLLAR HAS BEEN INSTALLED.
OF SPRAY -APPLIED ASPHALTIC MEMBRANE UNDERLAIN BY A GAS VENT SYSTEM VENTED AT THE ROOF S3 SPRAY-gPPLIED ASPHALTIC MEMBRANE 6. REINFORCING STEEL, PIPING, FORMS, ETC, SHALL NOT BEAR DIRECTLY ON THE MEMBRANE OR PROTECTIVE LAYER AND
1. THE VMS MEMBRANE SHALL CONSIST OF A SPRAY -APPLIED, SINGLE COURSE, HIGH BUILD, POLYMER MODIFIED ASPHALT EQUIPMENT SHALL NOT BE DRIVEN OVER HE MEMBRANE OR ITS PROTECTIVE LAYER WITHOUT PRIOR APPROVAL FROM THE H. INSPECTIONS
2. VMS DETAILS PRESENTED IN THESE PLANS AND SPECIFICATIONS SHALL BE UFILIZED IN THE CONSTRUCTION OF THE BUILDING VMS DESIGNER AND MANUFACTURER.
DESIGNATED ON SHEETS VMS1 THROUGH VMS-5. THE BASIS OF DESIGN IS A SPRAY -APPLIED MEMBRANE MANUFACTURED BY
E AND ANY ASSOCIATED VENTING MATERIALS AS DESCRIBED IN THESE PLANS. REFERENCE TO THESE PRODUCTSED
EMULSION OR EQUIVALENT AS APPROVED BY THE VMS DESIGNER, THE MEMBRANE SHALL HAVE A MINIMUM CURED (DRY)
THICKNESS OF 60 MIL AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS UNLESS
1. THE INSPECTION OF ALL VAPOR CONTROL MEASURES SHALL BE PERFORMED BY THE VMS DESIGNER. AT A MINIMUM,
ARE PROVIDED TO DESCRIBE THE SYSTEM AND MATERIALS ONLY AND MAY BE SUBSTITUTED FOR EQUIVALENT PRODUCTS IF
AROVID
OTHERWISE SPECIFIED AND APPROVED BY THE VMS DESIGNER.
J. STAKES USED TO SECURE THE CONCRETE FORMS SHALL NOT PENETRATE THE VMS MEMBRANE AFTER IT HAS BEEN
INSTALLED. IF STAKES NEED TO PUNCTURE THE MEMBRANE AFTER IT HAS BEEN INSTALLED, THE VMS DESIGNER AND
INSPECTION SHALL TAKE PLACELLATI AT THE FOLLOWING STAGES OF THE INSTAON:
APPROVED BY THE VMS DESIGNER.
E VMS MEMBRANE SHALL BE PLACED BENEATH THE FLOOR SLAB, FOOTINGS, AND TRENCHES IN ACCORDANCE WITH THESE
INSTALLER SHOULD BE NOTIFIED, AND NECESSARY REPAIRS NEED TO BE MADE BY THE VMS SUBCONTRACTOR.
• AFTER THE INSTALLATION OF VAPOR COLLECTION PIPING AND PRIOR TO INSTALLATION OF THE AGGREGATE LAYER
'GEOSEAL®PRODUCTS: EPRO SERVICES,INC(EPROf;GO. BOX 34]:KS6]03]TEL [phone]: WWW EPROINC.COM
P LANSANDDETAILS. THE VMS MEMBRANE SHALL NOT BE PLACED ON TOP OF ANY CONCRETE PIERS OR EXTENDED REPAIR
e. FIELD SITUATIONS NOT SPECIALLY DETAILED SHALL BE HANDLED PER THE INTENT OF THESE PLANS AND SPECIFICATIONS WITH
ABOVE THE VENT PIPING;.
.
DURING THE INSTALLATION OF THE VMS BASE LAYER AND WATERPROOFING MATERIALS IN THE VICINITY OF THE
3. THE VMS MEMBRANE WILL ALSO SERVE AS A MOISTURE MEMBRANE AND WILL REPLACE ANY VAPOR OR MOISTURE BARRIER
S. SEAMS SHALL BE OVERLAPPED A MINIMUM OF 6INCHES AND SEALED IN ACCORDANCE WITH THE SPECIFICATIONS SET FOR TH
IN THESE PLANS (SEE DETAIL 5, SHEET VMS-3).
THE APPROVAL OF THE VMS DESIGNER. THE APPLICATOR I CONTRACTOR MAY SUBMIT SHOP DRAWINGS FOR ALTERNATIVE
METHODS, SEE STRUCTURAL FOUNDATION PLANS FOR COMPLETE DEPTHS AND DETAILS OF FOOTING. DEPTHS OF FOOTINGS
ELEVATOR:
• PERIODICALLY DURING THE INSTALLATION OF THE BASE LAVER;
SPECIFIED IN THE STRUCTURAL DETAILS. INSTALLATION OF A MOISTURE OR VAPOR BARRIER BETWEEN THE VMS MEMBRANE
AND BUILDING FLOOR SLAB MAY VOID THE WARRANTY PROVIDED BY THE VMS MEMBRANE MANUFACTURER.
B4 PENETRATION SEALS
SHOWN IN THESE PLANS ARE GENERALIZED, ACTUAL FOOTING DEPTHS MAY VARY.
• DURING THE SPRAY APPLICATION OF THE ASPHALTIC LAYER;
. DURING SMOKE TESTING;
B. SYSTEM COMPONENTS
1. WHERE UTILITIES, VENT LINES, PIPING, ELECTRICAL CONDUITS, ETC. PENETRATE THE VMS MEMBRANE, A S-INCH COLLAR OF
9. APPROPRIATE CARE SHALL BE EXERCISED TO PROTECT THE VMS MEMBRANE AND PREVENT PENETRATIONS SUBSEQUENT TO
• AFTER THE INSTALLATION OF THE PROTECTIVE GEOTEXTILE LAYER, REINFORCING STEEL, AND ALL FOUNDATION FORM
WORK, BUT PRIOR TO AND THROUGHOUT THE PLACEMENT OF CONCRETE FOR THE FLOOR SLAB;
1. THEVM$CONSTRUCTION SHALL CONSISTOF, BUT NOT BE LIMITED TO, THE FOLLOWING;
REINFORCEMENT FABRIC AND ASPHALTIC MEMBRANE SHALL BE PROVIDED TO CREATE A GASTIGHT SEAL AROUND THE
ITS APPLICATION. THE VMS MEMBRANE SHALL BE PROTECTED FROM PEDESTRIAN TRAFFIC WITH THE PROTECTIVE
• DURING AND AT THE COMPLETION OF THE VERTICAL VENT RISER PIPING AND BLOWER INSTALLATION AND TESTING.
SS. PENETRATION IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AS SHOWN ON DETAIL 3, SHEET VM
GEOTEXTILE LAYER. THE PROTECTIVE GEOTEXTILE SHALL BE KEPT FREE OF DIRT AND DEBRIS, TO THE EXTENT POSSIBLE,
a. SUPPLY AND INSTALL -CH AGGREGATE LAVER BENEATH FOUNDATION SLAB
b. SUPPLY AND INSTALL 4-INCH PVC SLOTTED VAPOR VENT PIPING AND ASSOCIATED FITTINGS IN GRAVEL TRENCHES LINED
2. WHERE PENETRATIONS SUCH AS ELECTRICAL UTILITY CONDUITS, PLUMBING PIPING, ETC. ARE CONCENTRATED, A CONCRETE
IS POURED. IT OR TO ENSURE THAT THE
VMS MEMBRANE AND T HE PROTECTION SYSTEM ARE NOT PENETRATED AFTER HE COMPLETION OF THE INSTALLATION.
2 FINAL SUBGRADEINSPECTION /PREPARATION SHALL NOT PRECEDE THE VMS INSTALLATION BY MORE THAN 72 HOURS.
WITH GEOTEXTILE. TRENCHES SHOULD BE 12-INCHES BELOW FOUNDATION SLAB
PENETRATION BANK WILL BE CONSTRUCTED TO SECURE THE PENETRATIONS IN -PLACE (SEE DETAIL 4, SHEET --I. THE
10.RISERS STUBBED ABOVE THE FLOOR SLAB SHALL BE MARKED, CAPPED, AND PROTECTED UNTIL FINAL COMPLETION WITH
3. NOTIFICATION OF NCDEQ IS REQUIRED AT LEAST 48 BUSINESS HOURS PRIOR TO INSPECTIONS. NOTE THAT UNDER NO
c. SUPPLY AND INSTALL -CH PVC MANIFOLD PIPING
d. SUPPLY AND INSTALL 6B-MIL ASPHALTIC LAYER
PENETRATION BANK SHALL BE CONSTRUCTED USING MINIMUM THICKNESS OF 12 INCHES EXTENDING MINIMUM OF INCHES
FROM ANY PENETRATION, ALLOWING FOR A MINIMUM 6-INCH ATTACHMENT OF THE VMS MEMBRANE, SIMILAR TO AN
BLOWER.
CIRCUMSTANCES SHALL WORK STOP BASED ON RESPONSE OR NON -RESPONSE FROM NCDEQ, BUT THE NOTIFICATION MUST
TAKE PLACE FOLLOWING THE VMS SUBCONTRACTOR NOTIFICATION OF THE BEGINNING OF WORK, THE VMS DESIGNER WILL
e. SUPPLY AND INSTALL PROTECTIVE AND BASE GEOTEXTILE LAYERS ABOVE AND BELOW THE ASPHALTIC LAYER,
ATTACHMENT TOAN INTERIOR FOOTING. THE TOP OF CONCRETE PENETRATION BANK SHALL BE BELOW THE BOTTOM OF THE
G. INSTALLATION
NOTIFY NCDEQ OF THE INSPECTIONS.
RESPECTIVELY
SLAB. PENETRATIONS SHALL NOT BE IN CONTACT WITH ADJACENT PENETRATIONS OR OTHER OBJECTS TO ALLOW PROPER
f. PERFORM SMOKE AND COUPON TESTING OF THE VMS MEMBRANE
SEALING AROUND THE ENTIRE PENETRATION CIRCUMFERENCE.
GA VAPOR COLLECTION PIPING INSTALLATION
4. FIELD QUALITY CONTROL IS A VERY IMPORTANT PART OF ALL APPLICATIONS. THE VMS SUBCONTRACTOR SHALL CHECK HIS
OWN WORK FOR COVERAGE, THICKNESS, AND ALL-AROUND GOOD WORKMANSHIP.
g. INSTALL WATERPROOFING AS PER PROJECT ARCHITECTURAL PLANS
H. SUPPLY AND INSTALL SCH. 40 PVC VERTICAL VENT RISER PIPING SAMPLE PORTS AND GAS FITTINGS
BS WATERPROOFING
1. VENT PIPING SHALL BE CONNECTED TO PROVIDE ACAS -TIGHT SEAL AT ALL CONNECTIONS AND FITTINGS AND SHALL BE
CONSTRUCTED OF MATERIALS THAT COMPLY WITH THE UNIFORM PLUMBING AND MECHANICAL CODES. ALL JOINTS SHALL BE
5. COUPON SAMPLES SHALL BE CUT FROM THE VMS MEMBRANE IN 2 SQUARE INCHES TO REPRESENT A MAXIMUM AREA OF PER
I. COMPLETE CONNECTION OF VERTICAL VENT RISER PIPING TO ROOF AS APPROPRIATE
TIGHTLY SEALED WITH APPROVED MATERIALS. ANY GLUE OR SOLVENT USED TO SEAL THE PIPING MUST BE LOW VOIDAND MAY
'
SOO SQUARE FEET OF APPLICATION AND PROVIDEDTO THE VMS INSPECTOR, THE THICKNESS OF THE COMPOSITE LAYER SHALL
I . INSTALL ROOFMOUNTEDVACUUM BLOWERS
1. WATERPROOFING SPECIFIED IN THE PROJECT PLANS SHALL BE PROVIDED BY THE VMS INSTALLER UNLESS OTHERWISE
NOT CONTAIN BENZENE 13BUTAOIENE EHYLBENZENE TRIGHLOROETHENE GE 1 4-TRIMETHVLBENZENE AND M&P
R I, ,2, '
BE MEASURED WITH A DIGITAL CALIPER HAVING A RESOLUTION OF 1 MIL OR BETTER. THE THICKNESS OF THE BASE
N. PROVIDE ELECTRICAL SERVICE TO CONTBLOWROL S STEAND CONTROL SYSTEM
I. SUPPLY AND INSTALL BLOWER CONTROL SYSTEM AND TEST FOR OPERATIONIEFFECTIVENESS
DESIGNATED. A WATERPROOFING SYSTEM SHALL BE INSTALLED TO PREVENT THE PASSAGE OF WATER UNDER HYDROSTATIC
CONDITIONS AND TO MINIMIZE VAPOR INTRUSION OF SUBSURFACE GASES INTO THE BUILDING SEALING THE VMS ASPHALTIC
'
XYLENES. COPIES OF MATERIAL SAFETY DATA SHEETS FOR MATERIALS THAT MAY IMPACT BACKGROUND INDOOR AIR SHALL
BE RETAINED BY THE GENERAL CONTRACTOR FOR SUBMITTAL IN THE FINAL REPORT.
GEOTEXTLE SHALL BE DEDUCTED FROM THE COMPOSITE THICKNESS IN ORDER TO DETERMINE THE THICKNESS OF THE
ASPHALTIC LAYER. WHEN WARRANTED THE TEST AREA SHALL BE MARKED BY THE VMS DESIGNER FOR REPAIR.
m. SUPPLY AND INSTALL BLOWER CONTROL PANEL WITH MAGNEHELIC LATE GAUGES AND A VISUAL AND AUDIBLE ARM SYSM
MEMBRANE. ALL WATERPROOFING MATERIALS SHALL BE REVIEWED BY THE VMS DESIGNER AND VMS MEMBRANE
DOCUMENTATION SHALL BE INCLUDED IN THE FINAL REPORT SUBMITTED TO NCDEQ.
AND TEST FOR OPERATION
MANUFACTURER FOR COMPATIBILITY WITH THE ASPHALTIC MEMBRANE AND THE VAPOR CONTAMINATES PRESENT IN THE
2. PLACEMENT OF AGGREGATE ABOVE THE PIPING SHALL NOT BEGIN BEFORE THE VMS DESIGNER HAS INSPECTED THE GRADE
SUBSURFACE. MANUFACTURER'S PRODUCT INFORMATION AND
2. ALL MATERIALS ARE TO BE DELIVERED TO THE PROJECT SITE IN THEIR ORIGINAL UNBROKEN PACKAGES BEARING THE APPROVED A MINIMUM OF FOUR WEEKS PRIOR TO INSTALLATION
MANUFACTURER'S LABEL SHOWING BRAND, WEIGHT, VOLUME, BATCH NUMBER AND DATE. MATERIALS ARE TO BE STORED AT THE FINAL REPORT SUBMITTED TO NCDEQ. SPRAY OR TROWEL APPLIED ASPHALTIC EMULSION SHALL THEN BE APPLIED TO A 100 MIL MINIMUM DRY THICKNESS,
HE PROJECT SITE IN STRICT COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2. THE VMSANATERPROOFING INSTALLER SHALL BE A MANUFACTURER -AUTHORIZED INSTALLER WHO IS TRAINED AND PERFORMS
EXTENDING AT LEAST 3 INCHES BEYOND THE GEOTEXTILE PATCH.
WORK IN ACCORDANCE WITH MANUFACTURER STANDARDS AND POLICIES. FOR PROJECTS REQUIRING A NO -DOLLAR LIMIT 3. SUB -SLAB TRANSITION PIPING GREATER THAN 10 FEET IN LENGTH SHOULD HAVE 1/4-INCH DIAMETER WEEP HOLES DRILLED ON
I. VAPOR MITIGATION SYSTEMO LABOR AND MATERIAL WARRANTY, THE WATERPROOFING INSTALLER MUST BE MANUFACTURER CERTIFIED AT THE TIME OF THE BOTTOM OF THE PIPE APPROXIMATELY EVERY FEET. J. ON CONCRETE SURFACES, THE VMS MEMBRANE SHALL BE CHECKED FOR COVERAGE WITH A LIGHTLY OILED, NEEDLE NOSE
A. GAS VENT SYSTEM BIDDING. PLEASE CONTACT THE SELECTED MANUFACTURER FOR WARRANTY TERMS AND CONDITIONS AND ADDITIONAL DEPTH GAUGE. THE MINIMUM READING SHALL BE RECORDED AND THE TEST AREA SHALL BE MARKED FOR REPAIR BY THE VMS
INFORMATION. 4. SOLID RISER PIPE SHALL BE LOCATED WITHIN THE WALLS/CHASES OR SHALL BE $IMILARLY PROTECTED FROM PHYSICAL DESIGNER.
A.1 AGGREGATE LAYER DAMAGE, DAM AGE INCURRED DURING CONSTRUCTION OR OCCUPANCY COULD AFFECT SYSTEM PERFORMANCE.
Ai C. QUALITY ASSURANCE e. CONCRETE TEST AREAS SHALL BE PATCHED WITH ASPHALTIC MEMBRANE TO A 100 MIL MINIMUM -THICKNESS, EXTENDING
G.2 SUB-SL46 MONITORING POINTS
. A MINIMUM -CH LAYER RAVEL AGGREGATE HALL BE PROVIDED BENEATH THE FO NDATI N SLAB. THE AMINIMUM OF 1 INCH BEYOND THE TEST PERIMETER.
U O SANG -OR G G S O U O
THE VMS SUBCOrvTRAcioR s THE VMS 1,
AGGREGATE LAYER SHALL BE A FINE TO MEDIUM AGGREGATE AND CONTAIN NO MORE THAN 5%FINES I.E. a5%PASSING P200 1. 1. PRIOR TO DURING HE INSTALLATION OF THE VMS PIPING SUB -SLAB VACUUM MONITORINGNAPOR SAMPLING POINTS WILL BE
( SUBCONTRACTOR SHALL PROVIDE THE VMS DESIGNER WITH A LETTER FROM THE MANUFACTURER (A) CONFIRMING THAT THE 9. EACH COMPLETED AREA OF VMS MEMBRANE SHALL BE SMOKE TESTED AT THE COMPLETION OF THE INSTALLATION IN
SIEVE). THE GRADATION OF THE AGGREGATE PLACED BELOW THE MEMBRANE SHALL MEET THE FOLLOWING SPECIFICATIONS INSTALLED. VAPOR PIN INSERTS WILL BE USED TO FACILITATE THE INSTALLATION OF , SHEET VMS-3. VAPOR PIN WITHIN THE BUILDING
OR AS SPECIFIED IN THE GEOTECHNICAL REPORT IF APPROVED BY THE VMS DESIGNERFOOTPRINT SHOWN ON SHEET VMS-2. THE VAPOR PIN AND INSERT IS SHOWN AS DETAIL 21VMS SUBCONTRACTOR RETAINED BY THE OWNER FOR THE PERFORMANCE OF THIS SCOPE OF WORK IS CERTIFIED BY THE ACCORDANCE WITH MANUFACTURERTH 'S PROTOCOL TO CONFIRM E INTEGRITY OF THE VMS MEMBRANE. ONE SMOKE TEST
:
MANUFACTURER FOR INSTALLATION OF THE MATERIAL; AND (e) WARRANTING ITS MATERIAL TO BE FREE OF DEFECTS WHEN SHALL BE CONDUCTED FOR A MAXIMUM OF EVERY 2,500 SQUARE FOOT AREA. ANY LEANS WHICH ARE IDENTIFIED SHALL BE
GRAVEL
PrtttM Push. THAT MATERIAL IS INSTALLED BY THE VMS SUBCONTRACTOR. THIS LETTER SHALL BE RETAINED BY THE GENERAL 2, PRIOR TO INSTALLATION OF THE VMS MEMBRANE, CONFIRM THE FINAL SLAB HEIGHT AND LOCATION OF THE VAPOR PIN WITH REPAIRED AND RE -TESTED UNTIL ALL LEAKS/RERFORATIONS ARE ELIMINATED. DOCUMENTATION SHALL BE INCLUDED IN THE
1 ve5 P rce' P 31I' GRAVEL MH'GRAVEL CONTRACTOR FOR INCLUSION IN THE FINAL REPORT TO NCDEQ. THE GC. INSTALL A THREADED ROD THAT EXTENDS FROM THE AGGREGATE BASE TO ABOVE THE PROPOSED SLAB SURFACE. FINAL REPORT SUBMITTED TO NCDEQ.
112 PLACE THE VAPOR PIN INSERT ON THE THREADED ROD AND ADD VENT HOLES TO THE BOTTOM OF THE INSERT THAT ARE
2. A PRE -INSTALLATION CONFERENCE SHALL BE HELD PRIOR TO THE APPLICATION OF THE VMS MEMBRANE TO COORDINATE 10.1RIOR TO PLACING THE CONCRETE SLAB OVER THE VMS MEMBRANE, HE VMS SUBCONTRACTOR SHALL CERTIFY IN WRITING
100 N.BELOW THE MEMBRANE. INSTALL THE CAP ON THE VAPOR PIN INSERT MAKING SURE IT IS LEVEL WITH THE FINAL FLOOR 5S � PROPER SUBSTRATE AND INSTALLATION CONDITIONS AND PROCEDURES. THE VMS SUBCONTRACTOR, SITE SUPERINTENDENT, THAT THE VMS MEMBRANE HAS BEEN INSTALLED AND TESTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS
No 10D f0-� 0-10 ANOIOR B WB SURFACE.
THE FOUNDATION SUBCONTRACTOR, SUBSLAB UTILITY CONTRACTORS, AND HE VMS DESIGNER SHALL BE PRESENT AT THIS AND IS FREE OF LEAKS, AND HAS AMINIMUM THICKNESS OF 60 MILS.
ASIM C 131 Teal Giedin MEETING.
3. SEAL THE VAPOR PIN INSERT AS A VMS MEMBRANE PENETRATION (DETAIL 3 SHEET VMSS) AND SMOKE TEST THE VAPOR PIN if SERVICE LISTED IN THIS SPECIFICATION AS BEING REQUIRED BY THE VMS DESIGNER ARE DEPENDENT UPON OWNER
2. THE AGGREGATE WILL BE PLACED IMMEDIATELY BELOW THE VAPOR BARRIER AND LINE THE TRENCHES FOR THE SUB -SLAB 3. THE INSTALLATION OF THE VMS MEMBRANE SHALL BE CLOSELY MONITORED BY THE VMS DESIGNER OR HIS DESIGNATED INSERT. FOLLOWING THE SLAB POUR, THE VMS DESIGNER WILL CLOSELY OBSERVE THE REMOVAL OF THE THREADED ROD AND AUTHORIZATION OF SAID SERVICES TO VMS DESIGNER, AND NOTIFICATIONS TO THE VMS DESIGNER OF THE PROJECT STATUS
VAPOR COLLECTION PIPING. REPRESENTATIVE. INSPECTIONS SHALL BE PERFORMED PRIOR TO, DURING, AND SUBSEQUENT TO THE INSTALLATION OF THE VAPOR PIN INSTALLATION. APPLY THE CAP WHEN POINT IS NOT IN USE, APPLY A METAL COVER TO THE FINAL FLOOR SURFACE BY THE VMS SUBCONTRACTOR. IF THESE SERVICES ARE NOT PERFORMED BY THE VMS DESIGNER, THE MANUFACTURER'S
VAPOR VENT PIPING AND APPLICATION OF THE VMS MEMBRANE. IT IS THE RESPONSIBILITY THE VMS SUBCONTRACTOR TO FOR ACCESS DURING PRESSURE MONITORING EVENTS. WARRANTY MAYBE VOIDED.
3. AN V AGGREGATE REMOVED DURING PLACEMENT OF UTILITIES MUST BE PLACED BACK TO LEVEL GRACE AND COMPACTED AS NOTIFY THE OWNERANDVMS DESIGNER WITHINJ2 HOURS OF BEGINNING ANY PORTION OF THIS
S WORK.
SPECIFIED IN THE PROJECT PLANS AND SPECIFICATIONS. UTILITIES PLACED IN THE AGGREGATE LAYER MAY NOT BE LARGER G.3 VMS MEMBRANE AND PROTECTIVE LAVER INSTALLATIONS
THAN 1-INCH IN DIAMETER. UTILITIES LARGER THAN 1-INCH IN DIAMETER MUST BE BURIED INTO THE SUBGRADE SUCH THAT NO 4. ALL SURFACES TO RECEIVE THE VMS MEMBRANE SHALL BE INSPECTED AND APPROVED BY THE VMS SUBCONTRACTOR FOR
MORE THAN 1 INCH OF THE AGGREGATE LAVER IS AFFECTED. THE PERFORMANCE OF THIS SCOPE OF WORK AND BY THE VMS DESIGNER PRIOR TO COMMENCING WORK, FIELD REPORTS 1. THE SUBGRADE SHALL BE MOISTURE CONDITIONED AND COMPACTED BY THE GRADING CONTRACTOR AS SPECIFIED IN THE
AND PHOTOGRAPHS OF THE INSPECTIONS SHALL BE INCLUDED IN THE FINAL DELIVERABLE TO NCDEQ. PROJECT PLANS AND SPECIFICATIONS. THE FINISHED SURFACE SHALL BE SMOOTH, UNIFORM, AND FREE OF DEBRIS AND
4, HE SUBGRADE UNDER THE AGGREGATE SHALL BE ROLLED SMOOTH AND MOISTURE CONDITIONED AS NECESSARY TO STANDING WATER. FINAL SUBS- INSPECTION/PREPARATION SHALL NOT PRECEDE THE VMS INSTALLATION BY MORE THAN
ACHIEVE THE COMPACTION SPECIFIED IN THE GEOTECHNICAL ENGINEER'S SPECIFICATION. THE 72 HOURS.
5. PRIOR TO PLACING THE FLOOR SLAB OVER THE MEMBRANE, VMS DESIGNER SHALL INSPECT AND APPROVE THE
MEMBRANE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, CONSTRUCTION OF THE FLOOR SLAB SHALL NOT
A.2 SUB -SLAB VAPOR COLLECTION PIPING PROCEED WITHOUT WRITTEN CERTIFICATION OF THE SUCCESSFUL INSTALLATION BY THE VMS SUBCONTRACTOR. 2. THE AGGREGATE LAVER SHALL BE MOISTURE CONDITIONED AND COMPACTED AS SPECIFIED IN THE PROJECT PLANS AND
1, SUS -SLAB VAPOR COLLECTION PIPING SHALL BE COMPRISED OF SCH40 -CH DIAMETER POLY VINYL CHLORIDE (PVC) 0020 DOCUMENTATION OF PROPER INSTALLATION SHALL BE INCLUDED IN THE FINAL REPORT TO NCDEQ. SPECIFICATIONS.
SLOTTED OR EQUIVALENT (SEE DETAIL I, SHEET VMSS) D. SUBMITTALS
3. IF THE VMS MEMBRANE IS TO BE PLACED ON A CONCRETE SURFACE CONCRETE SURFACES SHALL BE LIGHT BROOM FINISHED
2. VAPOR COLLECTION PIPING SHALL BE INSTALLED AT LOCATIONS SHOWN ON VMS-2 AND PLACED IN TRENCHES BELOW THE OR SMOOTHED, FREE OF ANY DIRT, DEBRIS, LOOSE MATERIAL, RELEASE AGENTS OR CURING COMPOUNDS. ALL VOIDS MORE
1. THE VMS SUBCONTRACTOR SHALL SUBMIT ANV UPDATES SI REVISIONS VI THE MANUFACTURER'S MATERIAL DATA AND
4-INCH AGGREGATE LAYER SEE DETAIL 1 SHEET VMS-3. GRAVEL PLACED AROUND THE VAPOR VENT PIPING SHALL CONFORM THAN -INCH IN WIDTH SHALL BE PROPERLY FILLED WITH NON -SHRINK GROUT OR AS SPECIFIED IN THE PROJECT PLANS AND
( ) TO THE CONSTRUCDED TION
ION OF
VMS ROCEDURES TO
THE VMS DESIGNER FOR REVIEW AND APPROVAL AT LEAST ONE WEEK PRIOR
TO THE SPECIFICATIONS IN SECTION A.1.1 OF HIS SHEET. SPECIFICATIONS. MASONRY JOINTS SHALL BE STRUCK SMOOTH WITH A METAL TROWEL. ALL PENETRATIONS SHALL BE
TO THE CONSTRUCTION OF THE VMS MEMBRANE.
PREPARED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.
3. HE GRAVEL TRENCHES SHALL BE LINED WITH A NON -WOVEN GEO-TEXTILE FROM THE BOTTOM OF THE TRENCH TO THE VMS 2 THE VMS SUBCONTRACTOR SHALL SUBMIT REPRESENTATIVE SAMPLES OF THE FOLLOWING TO THE VMS DESIGNER FOR
MEMBRANE. VAPOR COLLECTION PIPING SHALL BE PLACED SUCH THAT NO AREA BENEATH THE SLARFOUNDATION IS MORE APPROVAL: 4. ALL VMS MEMBRANE PENETRATIONS SHALL BE PREPARED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. WHERE
THAN APPROXIMATELY 25 FEET FROM THE VAPOR COLLECTION PIPING. • BASE BOND AND UPPER PROTECTIVE MATERIALS POSSIBLE, ANY FORM STAKES THAT PENETRATE THE VMS MEMBRANE SHALL BE RE -BAR WHICH SHALL BE BENT OVER AND
4, VAPOR COLLECTION PIPING SHALL BE CONNECTED TO SCH40 4-INCH DIAMETER SOLID TRANSITION PIPING AND MANIFOLDED • VMS MEMBRANE MATERIAL LEFT IN THE SLAB.
TO A 6-INCH RISER PIPE USING A 4-INCH TO 6-INGH ECCENTRIC REDUCER (SEE DETAIL 26, SHEET VMSSL THE 6-INCH PVC • BASE GEOTEXTILES
RISER PIPING WILL TRANSITION TO STEEL OR CAST IRON BENEATH THE SLAB TURNING UP THROUGH THE FLOOR SLAB AND TO • AGGREGATE MATERIAL 5. TRENCHES SHALL BE CUT OVERSIZE AS NECESSARY TO ACCOMMODATE INSTALLATION OF THE VMS MEMBRANE.
THE ROOF WITHIN A PLUMBING CHASE. • SLOTTED VAPOR COLLECTION PIPING
B. THE WALLS OF FOOTING OR ITILItt TRENCHES SHALL BE SMOOTH AND FREE OF ROOTS OR PROTRUDING ROCKS.
3. AT THE COMPLETION OF INSTALLATION, THE VMS SUBCONTRACTOR SHALL SUBMIT A LETTER TO THE VMS DESIGNER AND TO
5. ALL TRANSITION PIPING SHALL BE IN PLACE PRIOR TO POURING THE FOUNDATION GRADE BEAMS OR FOOTINGS WHEN POURED THE OWNER CERTIFYING THAT VMS INSTALLATION WAS COMPLETED IN ACCORDANCE WITH THE PROJECT PLANS AND J. IF ORGANIC MATERIALS WITH POTENTIAL FOR GROWTH (E.G. SEEDS OR GRASSES) ARE PRESENT WITHIN THE SUBGRADE, THE
SEPARATELY FROM THE FLOOR SLAB. THE PIPING TRANSITIONS SHALL BE ACCOMPLISHED IN COMPLIANCE WITH HE ALL SPECIFICATIONS AS WELL AS MANUFACTURER SPECIFICATIONS. GENERAL CONTRACTOR SHALL APPLY A SOIL STERILANT AT THE MANUFACTURER'S RECOMMENDED RATE PRIOR TO THE
APPLICABLE BUILDING CODES AND WITH THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER AND/OR BUILDING OFFICIAL.
INSTALLATION OF THE VMS MEMBRANE.
TRANSITION PIPING SHALL BE GLUED TOGETHER AND INSTALLED AT A SLOPE TO PREVENT MOISTURE CONDENSATE BUILD-UP 6. UPON COMPLETION OF CONSTRUCTION A REPORT WILL BE SUBMITTED TO NCDEQ UNDER LICENSED P.E. SEAL. THE REPORT
AND ALLOW DRAINAGE TO AGGREGATE. WILL SUMMARIZE THE INSTALLATION ONQC MEASURES SYSTEM EFFECTIVENESS TESTING AND DOCUMENTATION THAT THE
e. THE BASE LAYER SHALL FIRST BE LAID ON THE AGGREGATE LAYER IN ACCORDANCE WITH THE MATERIAL MANUFACTURER'S
VMS ALLED IN ACCORDANCE WITH THE DESIGN OBJECTIVES. T UOE THE FOLLOWING: SPECIFICATIONS. ALL SEAMS SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES. ANY OPEN UTILITY OR OTHER TRENCH
6. ANY PVC GLUES USED TO CONNECT SUB-SIAB PIPING SHALL BE LOW-VOC, AND SHALL NOT CONTAIN BENZENE, I,3BUTADIENE, AS BUI TS DRAWINGS, INSPECTION LOGS, PHOTOGRAPHS, FIELD LOGS, COMPHHETIONT ETTERLFROM VMS SUBCONTRACTOR,
ETHYLBENZENE, TRICHLOROETHENE [TCEI, 1,2,4-TRIMETHYLBENZENE, AND M&P XYLENES. PRESENT AT THE TIME OF APPLICATION SHALL LINED WITH PROTECTIVE BASE LAYER EXTENDING AT LEAST fi INCHES ONTO
AND MATERIAL SAFETY DATA SHEETS FOR MATERIALS USED DURING CONSTRUCTION THAT COULD IMPACT BACKGROUND THE ADJOINING SUBGRADE, THE BASE LAVER SHALL BE IN INTEGRAL CONTACT WITH ALL INTERIOR FOUNDATION CORNERS.
A3 ABOVE SLAB GAS VENT RISER INDOOR AIR CONCENTRATION. ASPHALTIC MEMBRANE SHALL BE SPRAY APPLIED AT ALL OVERLAPPED SEAMS TO A THICKNESS OF 60 MILS MINIMUM.
1. VENT RISER TO THE ROOF SHALL BE COMPRISED O 6-INCH IAMETER SCHJO PVC RISER PIPING SHALL BE LOCATED WITHIN 5. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COLLECT AND MAINTAIN A DATABASE OF MATERIAL SAFETY
9. INSTALL THE PROTECTIVE BOND LAYER OVER THE NOMINALLY CURED ASPHALTIC LAVER NO LATER THAN RECOMMENDED BY
THE WALLS/CHASES OR INSTALLED ADJACENT TO INTERIOR SUPPORT COLUMNS. DATA SHEETS FROM ALL RELEVANT SUBCONTRACTORS AND THE COMPLETION LETTER FROM THE VMS SUBCONTRACTOR. MANUFACTURER AND BEFORE STARTING SUBSEQUENT CONSTRUCTION OPERATIONS. VISUAL INSPECTION AND SMOKE
TESTING MUST BE PERFORMED PRIOR TO PLACING THE PROTECTIVE LAYER OVER THE ASPHALTIC LAYER.
2, THE RISER PIPE TO THE ROOF SHALL BE FULLY SUPPORTED THROUGH THE ENTIRE HEIGHT OF THE BUILDING WITH PIPE E. WARRANTY
CLAMPS OR SIMILAR, SUCH THAT NO DOWNWARD FORCE (DUE TO THE WEIGHT OF THE RISER PIPE) IS EXERTED ON THE GA SEALING PENETRATIONS
SUBSLAB VENTING SYSTEM. 1. THE OWNER REOGIRES A WARRANTY FOR THE VMS MEMBRANE AND WATERPROOFING.
1. ALL PENETRATIONS SHALL BE CLEANED AND PREPARED TO PROVIDE PROPER ADHESION OF THE ASPHALTIC LAYER FOR A
3. A RISER PIPING SAMPLE PORT SHALL BE INSTALLED TO ACCESS THE VENT SYSTEM FOR MONITORING. THE SAMPLE PORT 2, MANUFACTURER MAY REQUIRE SUBMITTAL OF DESIGN DOCUMENTS, ENVIRONMENTAL REPORTS, GEOTECHNICAL REPORTS,
VAPOR TIGHT SEAL. METAL PENETRATIONS SHALL BE SANDED CLEAN AND PREPARED USING EMERY CLOTH FOR PROPER
SHALL CONSIST OF AN 8X0-INCH MEDIUM SECURI DOCCESS DOOR AND A STAINLESS STEEL HEX REDUCING BUSHING MNPT X OR OTHER DOCUMENTATION FOR REVIEW PRIOR TO ISSUING A WARRANTY, AND ADDITIONAL COSTS MAY APPLY. PLEASE ADHESION OF THE ASPHALTIC LAYER.
FNPT 1.2X1/4-INCH WITH REMOVEABLE MALE QUICK CONNECT FITTING SEE DETAILS 1J ie AND 253HEET VMSS
CONTACT THE SELECTED MANUFACTURER FOR WARRANTY TERMS AND CONDITIONS AND ADDITIONAL INFORMATION.
2. ALL PENETRATIONS SHOULD BE SECURED PRIOR TO INSTALLATION OF THE VMS MEMBRANE SYSTEM. PENETRATIONS SHALL
4, PLACARDS SHALL BE INSTALLED ON EACH VENT RISER APPROXIMATELY EVERY 5 FEET AND AT ANY EXPOSED RISER PIPING 3. MANUFACTURERS EXTENDED WARRANTIES MUST BE REQUESTED BY THE OWNER PRIOR TO VMS INSTALLATION BID NOT BE IN CONTACT WITH ADJACENT PENETRATIONS OR OTHER OBJECTS TO ALLOW PROPER SEALING AROUND THE ENTIRE
(SEE DETAIL 24, SHEET VMS-3). REQUESTS. R PENETRATION CIRCUMFERENCE. WHERE PENETRATIONS SUCH AS ELECTRICAL CONDUITS, PLUMBING PIPING, ETC ARE
CONCENTRATED A CONCRETE PENETRATION BANK WILL BE CONSTRUCTED PRIOR TO VMS MEMBRANE PLACEMENT. THE
S. A VMS MEMBRANE IDENTIFICATION SIGN SHALL BE INSTALLED IN UTILITY AND MECHANICAL ROOMS (SEE DETAIL 23, SHEET F. JOB CONDITIONS
CONCRETE PENETRATION BANK WILL CONSIST OF A MINIMUM THICKNESS OF 121NCHE5 OF CONCRETE, EMENDING A MINIMUM
VMS3I. THIS SIGN IS TO BE PLACED ON THE WALLS AT EYE LEVEL AND SHALL NOT BE COVERED OVER. THE LOCATION OF THIS 1 THE AREAS ADJACENT TO THE VMS MEMBRANE ARE TO BE PROTECTED BY THE VMS SUBCONTRACTOR FOR THE OF 8 INCHES BEYOND THE EDGE OF EACH PENETRATION TO ALLOW FOR ATTACHMENT OF THE VMS MEMBRANE (SEE DETAIL 4,
NOTIFICATION WILL BE DETERMINED BY THE CONTRACTOR, OWNER, OR BUILDING OFFICIAL. PERFORMANCE OF THIS SCOPE OF WORK DURING THE INSTALLATION PROCESS. WHERE NECESSARY, MASKING OR OTHER SHEET -I
B. VMS MEMBRANE PROTECTIVE MEASURES SHALL BE UTILIZED TO PREVENT STAINING OF SURFACES BEYOND THE LIMITS OF THE APPLICATION.
3. THE BASE LAYER SHALL BE CUT AROUND PENETRATIONS SO THAT IT LAYS FLAT ON THE SUBGRADE. THERE SHOULD NOT BE A
B.1 MATERIALS 2. WORK IS TO BE PERFORMED ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS ARE WITHIN THE GAP LARGER THAN -INCH BETWEEN THE BASE LAYER AND THE PENETRATION(SEE DETAIL 3, SHEET VMS3I.
MANUFACTURER RECOMMENDATIONS FOR HE MATERIAL AND PRODUCT USED. HE APPLICATION OF THE VMS MEMBRANE
1. THE VMS MEMBRANE SHALL CONSIST OF A SPRAYED -ON OR LOCALLY TROWEL APPLIED, ASPHALTIC EMULSION LAVER 4. COMPOUNDS SHALL BE SUSPENDED IF THE AMBIENT TEMPERATURE FALLS BELOW 45° F, OR DURING PERIODS OF APPLY ONE COAT OF ASPHALTIC MEMBRANE TROWEL GRADE OR ASPHALTIC MEMBRANE SPRAY TO HE BASE GEOTEXTILE
PRECIPITATION. APPLICATION OF THE VMS MEMBRANE MAY BE PERFORMED BELOW OS°
BETWEEN TWO LAYERS OF PROTECTIVE GEOTEXTILE MATERIAL. BU
F, BUT ONLY WITH WRITTEN LAYER AND AROUND THE PENETRATIONS AT A THICKNESS OF 60 MILS. PENETRATIONS SHOULD BE TREATED IN A 6-INCH
RADIUS AROUND THE PENETRATION AND 3 INCHES ONTO THE PENETRATION OBJECT.
2. INSTALLATION OF THE BASE LAYER AND PROTECTIVE FABRIC SHALL BE INSTALLED IN ACCORDANCE WITHTHE
PERMISSION FROM THE VMS DESIGNER AND MATERIAL MANUFACTURER,
MANUFACTURER'S SPECIFICATIONS UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE VMS DESIGNER. 5. BASE GEOTEXTILE LAYER BOND MATERIAL OR REINFORCEMENT FABRIC SHALL BE USED AS AN EMBEDDED GEOTEXTILE LAYER
3. A MINIMUM CLEARANCE OF 241NCHES IS REQUIRED FOR A TYPICAL SPRAY APPLICATION OF THE ASPHALTIC LAVER. FOR AREAS
WITH LESS THAN -INCH CLEARANCE, THE ASPHALTIC LAVER MAY BE APPLIED BY HAND. COLLAR PLACED AFTER THE FIRST APPLICATION OF THE ASPHALTIC MEMBRANE SPRAY OR ASPHALTIC MEMBRANE TROWEL
B.2 BASE AND PROTECTIVE LAYERS GRADE. THEN SPRAY A SECOND 60 MIL COAT OVER THE EMBEDDED REINFORCING LAYER ENSURING THE COMPLETE
1. THE BASE LAYER SHALL CONSIST OF A CHEMICALLY RESISTANT POLYPROPYLENE GEOTEXTILE MATERIAL SUPPLIED BY THE 4. ALL PLUMBING, ELECTRICAL, MECHANICAL AND STRUCTURAL ITEMS THAT ARE LOCATED BENEATH OR THAT PASS THROUGH SATURATION OF THE EMBEDDED LAYER AND TIGHT SEAL AROUND THE PENETRATION.
MANUFACTURER AND APPROVED BY THE VMS DESIGNER. THE BOTTOM BASE LAYER IS INSTALLED AS A CARRIER FABRIC FOR THE VMS MEMBRANE SHALL BE POSITIVELY SECURED IN THEIR PROPER POSITIONS AND APPROPRIATELY PROTECTED PRIOR
HE VMS MEMBRANE. TO APPLICATION OF THE ASPHALTIC LAYER. ADDITIONALLY, OBJECTS USED TO SUPPORT UTILITIES PRIOR TO POURING THE
SLAB SHALL BE SOLID. HOLLOW STEEL TUBING IS NOT ACCEPTABLE.
I. PO CCUPANCV TESTING
PRESSURE FIELD EXTENSION WIL BE MEASURED AT THE VMS MONITORING POINTS USING A MICROMANOMETER CAPABLE OF
MEASURING A VACUUM TO 0.001 INCHES OF WATER (IN.WCJ. TESTING WILL BE CONDUCTED ON A MONTHLY BASIS FOR THE
FIRST YEAR WITH COLLECTED INFORMATION SUBMITTED TO THE BROWNFIELDS PROJECT MANAGER ON A QUARTERLY BASIS.
BASED ON THE FIRST YEAR OF PRESSURE READINGS, AND WITH APPROVAL OF THE BROWNFIELDS PROGRAM, PRESSURE
TESTING MAY BE COLLECTED QUARTERLY AND DATA WOULD BE SUBMITTED WITH THE ANNUAL LAND USE RESTRICTION
UPDATE.
TASKS TO BE COMPLETED RECOMMENDED CONTRACTOR I TRADE
RESPONSIBLE FOR TASK
GC VMS SUB CONTRACTOR
SUBGRADE PREPARATION
PLACEMENT OF 4-INCH MIN. COMPACTED AGGREGATELAYERABOVE
PLACEMEN
X
PREPARATION OF AGGREGATE TO ALLOW FOR MEMBRANE ATTACHMENT TO
VERTICAL AND HORIZONTAL SURFACES
X
CONSTRUCTION OF 12-INCH THICK CONCRETE PENETRATION BANKS WHERE
UTILITY CONDUITS ARE CONCENTRATED.
X
INSTALL WATRE PROOFING UNDER SLAB SYSTEM PER MANUFACTURERS
INSTRUCTIONS AND ARCHITECTURAL PLANS
X
INSTALLATION OF VENT SYSTEM
EXCAVATION OF TRENCHES FOR VAPOR COLLECTION PIPING, TRANSITION
PIPING, AND GEOTEXTILE FABRIC TO LINE TRENCHES
X
X
INSTALLATION OF PIPE TRANSITIONS THROUGH GRADE BEAMS ORTHICKENED
SIABS.
X
INSTALLATION OF VAPOR COLLECTION PIPING AND TRANSITION PIPING
X
X
CONNECTION OF THE VAPOR COLLECTION TO PIPE COUPLINGS.
X
BACKFILL OF AGGREGATE OVER THE HEADER PIPE AND VAPOR COLLECTION
PIPING AFTER INSTALLATION IS COMPLETED.
X
X
CONNECTION OF THE EXHAUST PIPE TO A ROOF MOUNTED VACUUM BLOWER.
X
INSTALLATION OF VENT PIPE RISER SAMPLE PORTS AND ACCESS PANEL ON
INTERIOR WALL.
X
-CH VERTICAL VENT RISERS, ENDING A MINIMUM OF 24"
ABOVE
ABOVE FINISHED ROOF.
X
INSTALLATION AND TESTING OF ROOF MOUNTED BLOWER CONTROL SYSTEMS
ANDAILARMS
X
IN MEMBR
INSTALLATION OF GAS VAPOR MEMBRANE
ION OF AS
OVAL OILS FROM DING PAD AND SITE, IF NECESSARY.
X
PLACEMENT OF BASE GEOTEXTILE LAYER AND VMS MEMBRANE.
X
SEALING OF ALL FLOOR SLAB PENETRATIONS
X
PLACEMENT OF GEOTEXTILE LAYER OVER VMS MEMBRANE.
X
[PERFORMANCE OF SMOKE TEST AND FINAL GC OF VMS MEMBRANE.
X
INSPECTION OF SYSTEM BY CERTIFIED VMS MEMBRANE TECHNICIAN DURING
INSTALLATION.
X
INSTALLATION OF SUB-SL46 MONITORING POINTS
X
X
STANDARD OF CARE AND LIMITATIONS
TERRACON'S SERVICES WILL BE PERFORMED IN A MANNER CONSISTENT WITH GENERALLY ACCEPTED PRACTICES OF THE
PROFESSION UNDERTAKEN IN SIMILAR DESIGNS IN THE SAME GEOGRAPHICAL AREA DURING THE SAME TIME PERIOD. PLEASE
NOTE THAT TERRACON DOES NOT WARRANT THE WORK OF HIRD PARTIES SUPPLYING INFORMATION USED IN HE
PREPARATION OF THE VAPOR MITIGATION SYSTEM. THESE SERVICES WERE PERFORMED IN ACCORDANCE WITH THE SCOPE
OF WORK AGREED WITH YOU, OUR CLIENT, AS REFLECTED IN OUR PROPOSAL.
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1.0 ROO—OONTED REGENERATIVE BLOWER SYSTEM (SEE DETAILS 1 X 2 SHEET VMS-5)
A. THE PROPOSED ACTIVE VMS SYSTEM MAY UTILIZE A MINIMUM OF TWO RADIAL BLOWERS TO DRAW A VACUUM FROM
EXTRACTION LATERALS BENEATH THE BUILDING'S FLOOR SLAB. THE BLOWER PERFORMANCE WILL MEET A FLOW OF 300
STANDARD CUBIC FEET PER MINUTE (SCFM) AND 100 CFM AT 14 IN. W.C. (PLUS ANY LOSSES IN PIPELINE) AT THE SYSTEM
RISERS. THE BLOWERS SHALL BE DESIGNED TO BE INTRINSICALLY SAFE TO EXPLOSIVE GASES AND ADJUSTABLE TO
ALLOW FOR VARIABLE AIRFLOW. INTERNAL COMPONENTS MUST BE COMPRISED OF SON -SPARKING MATERIALS.
S. THE INSTALLATION AREA FOR THE BLOWER SHALL BE CLASSIFIED AS CLASS 2, DIVISION 2, ELECTRICAL HAZARDOUS AREA
AS DEFINED BY THE NATIONAL ELECTRIC CODE (NEC). ALL FIELD WIRING, BLOWERS, AND SENSOR SWITCHES SHALL BE
RATED ACCEPTABLE FOR INSTALLATION INSIDE A CLASS 2 DIVISION 2 HAZARDOUS LOCATION AS DEFINED BY THE NEC.
C. THE BLOWERS SHALL BE UL LISTED AND RATED FOR CONTINUOUS, ALL WEATHER OPERATIONS, WITH A THERMAL
OVERLOAD WITH AUTOMATIC RESET FEATURES IN THE EVENT OF A POWER FAILURE.
D. THE BLOWERS SHALL HAVE A MINIMUM 18WONTH MANUFACTURER'S WARRANTY ON PARTS AND LABOR.
E. THE BLOWER UNITS WILL INCLUDE A DURABLE, WEATHER-PROOF, UV -RESISTANT ENCLOSURE, WHICH WILL HOUSE THE
BLOWERS, CONDENSATE BYPASS, MANUAL STOP, AND OTHER CONTROLS AND EQUIPMENT ASSOCIATED WITH THE
SYSTEM. THE ENCLOSURE WILL BE MOUNTED ON A FRAME AND SECURED IN A MANNER THAT MINIMIZES THE TRANSFER OF
VIBRATIONS TO THE STRUCTURE,
F. ACCEPTABLE BLOWER AND MANUFACTURER:
OBAR GBR 09 HA COMPACT RADIAL BLOWER; OBAR SYSTEMS INC, NEWFOUNDLAND, NJ -MS, — 9695227 OR
EQUIVALENT.
M THE CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE BY A LICENSED ELECTRICIAN TO EACH BLOWER AND
ASSOCIATED EQUIPMENT. ELECTRICAL WIRING, CONDUIT, AND CONNECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH
APPLICABLE BUILDING CODE REQUIREMENTS. THE BLOWER WILL REQUIRE A DEDICATED 220-VOLT CIRCUIT AND BACKUP
POWER SUPPLY.
H. VERTICAL PIPING WILL TRANSITION LATERALLY BELOW THE ROOF DECK PRIOR TO EXITING THE ROOF TO THE BLOWER
(SEE DETAILS I AND 2, SHEET VMS-5T PIPING SHALL BE MANIFOLDED AS TWO EXTRACTION POINTS PER BLOWER UNIT.
I. THE INFLUENT WILL PASS THROUGH AN AIRAVATER SEPARATOR TO REMOVE CONDENSATION, AND A PARTICULATE FILTER
BEFORE REACHING THE BLOWERS.
J. EACH BLOWER DISCHARGE WILL BE CONNECTED TO AN EXHAUST STACK IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND IN ACCORDANCE WITH APPLICABLE CODES. AN EXHAUST STACK AT THE TERMINATION OF THE
VENT PIPE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
K. THE BLOWER DISCHARGE SHALL BE LOCATED AT A DISTANCE OF NOT LESS THAN IS FEET FROM ANY BUILDING AIR INTAKE,
6 FEET FROM ANY PROPERTY LINE, AND A MINIMUM OF 5 FEET FROM ANY ELECTRICAL DEVICE.
L. VACUUM PRESSURE FOR EACH BLOWER UNIT SHALL BE MEASURED USING PRESSURE DIFFERENTIAL MAGNEHELIC
GAUGES. THE PRESSURE WILL BE MEASURED INLINEAND CONNECTED TO 318-INCH OD VINYL TUBING ROUTED TO
MAGNEHELIC GAUGES CAPABLE OF MEASURING )-10 INCHES OF WATER DIFFERENTIAL. THESE GAUGES WILL BE MOUNTED
IN THE BLOWER ENCLOSURE.
ACCEPTABLE MAGNEHELIC GAUGE: ASHCROFT TYPE 1134 J-- LOW PRESSURE DIFFERENTIAL GAUGE OR EQUIVALENT
WWW. ASHGROFT.COM
M. AT BLOWER EXHAUST PIPES, A PERMANENT LABEL SHALL BE AFFIXED TO THE BLOWER EXHAUST READING: -WARNING -
SOIL GAS VENT STACK MAY CONTAIN HIGH LEVELS OF VOICE, DO NOT PLACE AIR INTAKE WITHIN 15 FEET.'
2.0 ALARM SENSORS AND CONTROL PANEL
A. A LOW VACUUM PRESSURE SWITCH AND A THERMAL OVERLOAD SHALL BE INSTALLED AT THE BLOWER COMPONENTS.
THESE COMPONENTS MUST BE CALIBRATED BY THE INSTALLER IN ACCORDANCE WITH THE MANUFACTURER
REQUIREMENTS.
B. AUDIBLE AND VISUAL ALARMS SHALL BE MOUNTED ON THE EXTERIOR OF THE BLOWER CONTROL PANEL AND BLOWER
UNITS. THIS ALARM WILL BE ACTIVATED IN THE EVENT A BLOWER CEASES TO OPERATE. AUDIBLE ALARM SHALL BE AT
LEAST 60 DECIBELS IN VOLUME. LIGHT INTENSITY SHALL BE RATED AT LEAST 185 CANDELA.
C. IF THE THERMAL OVERLOAD INDICATES OPERATION OUTSIDE OF THE BLOWER MANUFACTURER'S OPERATING RANGE, THE
OVERLOAD SENSOR WILL SEND A SIGNAL TO A CONTROL PANEL TO SHUT DOWN THE SYSTEM.
D. IF THE VACUUM WITHIN THE SYSTEM FALLS BELOW 0.25 INCHES WATER COLUMN, THE PRESSURE SWITCH WILL SEND A
SIGNAL TO A CONTROL PANEL, ACTIVATING THE AUDIBLE AND VISUAL ALARMS,
E. A SYSTEM CONTROL PANEL SHALL BE INSTALLED TO INTEGRATE THE THERMAL OVERLOAD, VACUUM SENSOR, BLOWER
CONTROL, AND -S. THE CONTROL PANEL SHALL BE HARD -WIRED TO THE BUILDING NORMAL POWER AND WILL BE
LOCATED IN A CENTRALIZED PORTION OF THE BUILDING AS APPROVED BUILDING OWNER AND VMS DESIGNER.
F. THE SYSTEM WILL HAVE THE CAPABILITY TO SEND AN ALARM SIGNAL TO THE BUILDING ALARM SYSTEM ANDIOR OTHER
COMMUNICATION EQUIPMENT (AUTODIALER OR MODEM) IF APPROVED BY THE BUILDING OWNER.
G. PROPER WIRING FOR POWER AND COMMUNICATION TO ALL ELECTRICAL DEVICES SHOULD BE CONFIRMED BY THE
ELECTRICAL ENGINEER AND INCLUDED ON THE PROJECT ELECTRICAL DRAWINGS.
H. A SYSTEM OPERATIONS AND MAINTENANCE (OSM) MANUAL SHALL BE PROVIDED WITH THE CONTROL PANEL DESCRIBING
THE INSTALLATION, WIRING, OPERATION, TESTING, AND MAINTENANCE.
3.0 BLOWER INSTALLATION
A. INSTALL BLOWER UNITS, TO INCLUDE BLOWERS, ENCLOSURES, ROOF -MOUNTS AND SUPPORTS, FRAME, CONTROLS,
ALARMS, GAUGES, OPERATIONAL EQUIPMENT.
B. THE UNITS SHALL BE TESTED FOR PROPER OPERATION, SYSTEM FLOW AND WILL BE ADJUSTED AT EACH BLOWER UNIT TO
DETERMINE OPTIMAL OPERATING RANGES AND FLOW RATES WHILE MAINTAINING A MINIMUM VACUUM PRESSURE OF 0.000'
OF WATER ACROSS THE FLOOR SLAB. A BLOWER UNIT DETAIL IS PROVIDED AS DETAIL 1, VMS-5.
G. THE OWNER SHALL PROVIDE ELECTRICAL SERVICE BY A LICENSED ELECTRICIAN TO EACH BLOWER AND ASSOCIATED
EQUIPMENT, ELECTRICAL WIRING AND CONNECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE BUILDING
CODE REQUIREMENTS.
4.0 ON -SITE COMMUNICATION TEST
A. A COMMUNICATION TEST WILL BE CONDUCTED TO EVALUATE THE ABILITY OF THE PROPOSED BLOWER AND SUB SLAB SOIL
AGGREGATE TO TRANSMIT COLLECTED SOIL VAPORS TO THE ANTICIPATED EXTRACTION POINTS, AND TO DETERMINE THE
OPTIMAL SIZING OF THE BLOWER UNIT. THE TEST WILL BE CONDUCTED ON A EACH OF THE FOUR RISERS CONSTRUCTED
FOR THE VMS. THE INSTALLED VAPOR MONITORING PROBES LOCATED AT VARYING DISTANCES FROM THE VENT PIPING
WILL BE USED TO EVALUATE THE EXTENT OF THE EFFECTIVE PRESSURE FIELD UNDER THE SLAB,
S. A REPORT OF TESTING WILL BE ISSUED TO DOCUMENT THE TESTING RESULTS AND PROVIDE RECOMMENDATIONS FOR THE
BLOWER SYSTEM, SIZING, AND LOCATIONS.
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Legend
C =3 Extent of VMS Membrane
4-inch Slotted SCH 40 PVC Vapor Collection Piping
vR9 0 6-inch Vertical Riser Pipe
vP-1 Vapor Pin Sampling Point (Detail 21 Sheet VMS-3)
4-inch Solid SCH 40 PVC Transition Pipe
VMS MEMBRANE AND VENT PIPE LAYOUT
0 4 6 16 24
Approximate SwIe in Feet
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Iry OTHER DETMis �HALTI
PROTECTIVE G LE LAVEF
ASPC MEMBRANEBRANE (fiOMIL) -
BASE GEOTEXTILE LAVER
° ° CONCRETESLAB n •
PROTECTIVE GEDTEXT I-E LAYER
ASPHALTICMEMBRANE60MIL REFERRED TO AS
MINIMUM DRY THICKNESS "VMS MEMBRANE"
BASE GEOTEXTILE LAYER IN OTHER DETAILS
AGGREGATE UNDER VMS MEMBRANE
4' SLOTTED DWC-INCH SCH 40 PVC PIPE
\�Y\\ !J\\ N GEOTEMILE j/ ENC AGGREGATE UNDER 4' SLOTTED SCH 40
1 r // NON -WOVEN GEOTEMILE
4"SLOTTED 0.020-INCH SCH 40 PVC PIPE \/
COMPACTED SUBGRADE PER
�1 SUB-SLAB VENT SYSTEM � GEOTEGHNICAL REQUIREMENTS
1 rB-S ! n� VMS MEMBRANECONFIGURATION
L Tros LE
VMS MEMBRANE (SEE DETAILS 1 & 2, SHEET VMS))
I 6" MIN. -
5 oPIOCALEMEMBRANE TERMINATION OVERLAP
MEMBRANE TERMINATION TYPICAL VERTICAL
STEEL COLUMN
(SEE DETAIL r.. SHEET VMS-3)
WATERPROOFING MATERIAL
MUST BE COMPATIBLE WITH VMS
THE VMS MEMBRANE ANO BE (SEE DETAILS 1 & 2. St
VOC RESISTANT
EXTERIOR GRADE ° 4
VMS MEMBRANE AT EXTERIOR WALL FOOTING
�� NO VMS
FEP NE. sT—E—L OEiax 5, 5NE I.I9 I
oaw VMS MEMBRANE
(SEE DETAILS 1 & 2,
8 SHEET VMS3)
4' AGGREGATE BELOW
..i.. VMS MEMBRANE
vMSMETMA A SI PENETRATION
(SEE DETAIL 3, SHEET VMS3)
NOTE.
FLOOR DRAIN LOCATIONS ARE NOT SHOWN ON SHEET VMS-2. SEE PLUMBING PLANS FOR LOCATIONS.
C� TYPICAL VMS MEMBRANE AT FLOOR DRAIN
oT _
METAL
VMS MEMBRANE TRANSITION TO VMS
WATERPROOFING SYSTEM
SURROUNDING ELEVATOR PIT (INSTALL
PER MAN.--BE-INSTRUCTIII
AND PROJECT ARCHITECTURAL PLANS)
VMS WATERPROOFING SYSTEM
(INSTALL PER MANUFACTURERS
INSTRUCTIONS AND PROJECT
ARCHITECTURAL PLANS)
.e CONCRETE SLAB ° PRO TECTIVEGEOTEXTILELAYER
. ASPHALTICMEMBRANE(&OMIL)
a BASE GEOTE%TILE LAYER
° 4' AGGREGATE BELOW VMS MEMBRANE
4 CONCRETE FOOTING ASPHALTIC MEMBRANE I60 MIL)
t 8
(� TYPICAL HORIZONTAL MEMBRANE TERMINATION
V TO -
TYPICAL VERTICAL
MEMBRANETERMINATION
(SEE DETAIL T, SHEET VMS3)
VMS MEMBRANE PENETRATION
J rrosu
CONCRETE
WALL
CONCRETE
6"' SLAB
PROTECTNE GEOTEMILE LAYER
'L ASPHALTIC MEMBRANE (60 MIL)
BASE GEOTEXTILE LAYER
4" AGGREGATE BELOW VMS MEMBRANE
9 ASPHALTIC MEMBRANE(60 MIL)
TYPICAL VERTICAL MEMBRANE TERMINATION
�1J xorroscnLE
TERIOR SLAB WITH SLOPE) - M tlH^ . • ° I�
AWAVFROM BUILDING �/ / / / 4'AGGREGATEBELOWVMS ' d
WATERPROOFING MATERIAL MEMBRANE <
MUST BE COMPATIBLE WITH
THE VMS MEMBRANE AND BE VMS MEMBRANE SEE DETAILS 1
VOC RESISTANT & 2, SHEET VM13
VMS MEMBRANE AT DOORWAY OR CURTAIN WALL 1I L VMSOMEMBRANE ATRINT/EVRI R COLUMN FOOTING
�� NOTro5Ca1£ REPENENCE STRUCNPALOEiuL <. $HEE•.AV
FURNISH PLACARD ON VENT RISER APPROXIMATELY
EVERY 5 FEET AND ON ANY EXPOSED PIPING
(SEE DETAIL 24, SHEET VMS3)
B' IA T OR CAST
ON VENT RISER
FURNISH SAMPLE PORT THROUGH EDETAIL2TSHEET
VMS3R
INTERIOR WALL WITH 4' GAS TIGHT 12x 12' ACCESS PANEL MEDIUM SECURITY
THREADED CONNECTION WITH (SEE DETAIL 25, SHEET VMS-3)
REMOVABLE MALE THREADED PLUG
(SEE DETAIL 25, SHEET VMS-3) VMS MEMBRANE PENETRATION
(SEE DETAIL 3, SHEET VMS-3)
VMS MEMBRANE
(SEE DETAILS 1 & 2, SHEET VMS3)
VMSMEMBRANE °. EMBRANE ELOW
4-INCH LAYER OF 1 6M IAMETER SCH.40 PVC
AGGREGATE BELOW Ll SITION PIPE
VMS MEMBRANE
1 ° . ° • . 4 TRANSITION TO STEEL OR CAST
IRON NO -HUB COUPLING
(����EEL OR CAST IRON
/// .. °� ° • ° TYPICAL HORIZONTAL MEMBRANE
TYPICAL VMS MEMBRANE AT TRENCH DRAIN (SEETERD ATION
�� NOTroSGLE REFERENCEsmU AL NSM. tt, sHEETSBtgs < < ! ° ° <4 (SEE ETAIL6, SHEETVMS3)
17
VM SDATT ISER AND INTERIOR COLUMN FOOTING (VR-1)
1'GALVENRI STEEL
BAR GRATING
SLOPE TO ~
SUMP
2'ELEVATOR
SUMP
4" DRAIN
VMS WATERPROOFING UNDER -SLAB SYSTEM
SURROUNDING ELEVATOR PIT (INSTALL PER
MANUFACTURERS INSTRUCTIONS AND
ARCHITECTURAL PLANS)
°
4—
�`nL 1vI VMS MEMBRANE AT ELEVATOR PIT
\/ NOr.O scams. RPFPRFNDPsrRwnRALGPran e, s PTMI.ANOSPcnoxoer
1. sHPPrAazoz
VMS MEMBRANE
Ff(SEE DETAILS 1 & 2. SHEET VMS-3)
4-INCH LAYER OF AGGREGATE
BELOW VMS MEMBRANE
VMS MEMBRANE TRANSITION TO VMS
suaRo EODIONFE�E'AroRPN(INSTALL
ANUFACTURERS INSTRUCTIONS
ANO PROJECT ARCHITECTURAL PLANS?
CH DIAMETER�
HDPE SLEEVE\I xsR
AIRTIGHTPLASTICCAP
f STAINLES STEEL
SEAL MEMBRANE FOR PE TO SLEEVERATION 1 l VAPOR PIN
AS FOR PENETRATION _
(SEE DETAIL 3SHEET VMS3) a"e NEOPRENE SEAL
NI
VMS MEMBRANE
THREADED ROD, TORE - -
REMOVED AFTER SLAB
PLACEMENT VBOOT
VAPOR PIN SAMPLE POINT DETAIL
�� rrosu�
MBRANE
TAILS 1 & 2, SHEET VMS3)
REGATE BELOW
MBRANE
PROTECTIVE GEOTEXDLE LAYER
e ASPHALTIC MEMBRANE APPLIED
DIRECTLY TO CONCRETE WALL (&OMILT
TYPICAL VMS INSTALLATION ON VERTICAL WALL
Q T I uE
I ° A
PENETRAT/ONBANK
rmrro scuE
EXTERIOR GRADE)
WATERPROOFING MATERIAL
MUST BE COMPATIBLE WITH
THE VMS MEMBRANE AND BE
VMSMEMBRANE
x�x i 4 CH LAYEROFAGG GAT
BELOW VNIN ME INCH
PERFORATE' PIPING
NON -WOVEN GEOTEXTILE
12'AGGREGATE
I I
I I
VMS MEMBRANE
_ 4-IN LAYER OF AGGREGAT
BELOW VMS MEMBRANE
1 4-INCH PVC 0 HIGH
PERFORATED PIPING
NONWOVEN GEOTEXNLE
12'AGGREGATE
, 'JI TYPICAL VMS MEMBRANE AT THICKENED SLAB AT STAIR LANDING OR POST
13 NOiro SCarE-RFSERWCE 51RUCnRat DEiaL5444YfEET9rot
FURNISH PLACARD ON VENT RISER APPROXIMATELY
EVERY 5 FEET AND ON ANY EXPOSED PIPING
(SEE DETAIL N, SHEET VMS3)
FURNISH SAMPLE PORT THROUGH
INTERIOR WALL WITH 4"GAS TIGHT
12'x 12'ACCESS PANEL MEDIUM SECURITY
THREADED CONNECTION WITH
REMOVABLEDETAIL
(SEEDETAIL2S$HEETVMS3)
25 SEHAEOET VMLS3)
1
VMS MEMBRANE PENETRATION
(SEE DETAIL 3, SHEET VMS3),
6' IAMETERSTEELORCASTIRONVENTRISER
\ VMS MEMBRANE
1
(SEE DES-3) TAILS 1 & 2. SHEET VM
6' IAMETMR SCH. 40 PVC TRANSITION PIPE
6' EEL OR CAST IRON ELBOW
TRANSITION TO STEEL OR CAST IRON N041UB COUPLING
NOTES
STEEL RISER CLAMP 1
.
FURNISH PLACARD ON VENT
RISER APPROXIMATELY PIPE SUPPORT
EVERY 5 FEET AND ON ANY
MANUPAcnRER.
EXPOSED PIPING nv IROMTHE
(SEE DETAIL 11 SHEET VMS3) CONNECTED RowzoxrAL PIPING. usIrvG LOAD
INTERIOR/EXTERIOR ABA
WALL OR COLUMN wITHAMINIMUM AausTMExT OPtirz'.
STOALLAUP TION OF VERTICAL RISER VENT PIPING 22 IN
1'-2"
WARNING NIED
EYELANOSHAL11 LNOT
THIS BUILDING IS PROTECTED WITH NE COVEREo oWR.
A VAPOR MITIGATION SYSTEM.
10r ANY PROPOSED PENETRATION O
ALTERATION OF FLOOR SLAB R By pxo ECT orvrRAcr_MN
NPx ox sUlLOIrv. OFFICIAL
REQUIRES NOTIFICATION OF THE NCAN eEw CHASE. AT
OWNERANDINSPECTION BVA Lm lMwu mmo ances ensmm/rerramn sNtml
QUALIFIED VMS MEMBRANE
DESIGNER. 1®
4�VMS MEMBRANE IDENTIFICATION SIGN
Norros E
VMS MEMBRANE AT EXTERIOR WALL
LENGTH AND WIDTH OF CONCRETE
SHALL EXTEND A MINIMUM OF
B-INCHES FROM THE OUTSIDE EDGE
OF PENETRATIONS
SPRAY APPLY OR HAND TROWEL
60 MIL ASPHALTIC MEMBRANE TO
VMS MEMBRANE AND IN-BETWEEN
PENETRATIONS
VMS MEMBRANE
(SEE DETAILS 1 & 2, $HEET VMS-3)
4" AGGREGATE BELOW
e9
VMS MEMBRANE
(SEE DETAILS 1 82,
SHEETVMS3)
4' AGGREGATE BELOW
VMS MEMBRANE
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FURNISH PLACARD ON VENT RISER
APPROXIMATELY EVERY 5 FEET AND ON ANY —
EXPOSED PIPE (SEE DETAIL 25, SHEET VMS-3)
ELECTRICAL CONDUIT
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(SEE DETAIL 1, SHEET VMS-5)
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(SEE DETAIL 1, SHEET VMS1)
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Vertical to Horizontal Transition Below Roof Deck
Approximate Scale in Feet

APPENDIX B - INSTALLATION FIELD
NOTES, INSPECTION LOGS,
PHOTOGRAPHS, AND
BUILDING MATERIAL SDS

PRE VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO. 70197104
VMS INSTALLATION
CONTRACTOR Contractors Waterproofing Inc (CWI)
LOCATION
DESCRIPTION:
ELEVATOR PIT
Date Installed: 2/12/2020
Date Inspected: 2/12/2020
VMS Contact
Phone #:
Item # Aggregate and Vent Piping Installation
1 Does Base Aggregate layer match grain -size as per project specifications?
2 Is Base Aggregate layer installed to specified thickness?
3 Does the Horizontal Vent Piping materials meet the project specifications?
4 Is Horizontal Vent Piping and Transition Piping laid out as per the project plans and securely
connected to each other?
5 Were any glues or solvents used to connect the piping? If yes, document materials used.
6 Are Grade Beam transitions installed at locations and heights in accordance with project plans?
7 Are Perimeter Inlet Vents are installed at locations and heights in accordance with project plans?
Application Surface Conditions
All concrete surfaces to receive asphaltic emulsion must be prepared to a light trowel or light
8 broom finish. Does the installation contractor accept the condition of the application surfaces to
provide a competent seal?
9 Are concrete surfaces clean and dry - free of dirt, mud, debris, curing agents, and/or foreign
objects?
10 Are penetrations detailed with reinforcement fabric in accordance with the project
specifications?
11 Are Penetrations a minimum of 1/8-inch apart and away from walls?
12 Are plumbing, electrical, and mechanical conduits secured prior to application?
13 Are Penetration Banks installed in accordance with the project specs?
Base Layer Materials and Installation
14 Are all materials as specified for the project on site?
(asplaltic emulsion, base layer and protective layer)
15 Is 60-Mil of asphaltic emulsion (Tack Coat) applied to all application surfaces?
16 Is geotextile installed heat side up (fabric towards the earth), laid smoothly, with minimum
wrinkles
17 Are there gaps or 'fish mouths' in the seams?
18 Is base layer overlapped 6" min. with 60-mil tack coat?
19 Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
NA
Yes
No
X*
X
X
X
X
X
Comments/Deficiencies/Action Taken:
(Reference by item # above)
Per VIMS Design, the materials are correct
Inspection Completed By KYLE F CHURCH Date 3/26/2020
PRE 2.12

VMS MEMBRANE COUPON SAMPLE / SMOKE TEST FIELD REPORT Ir
PROJECT NAME
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
Weather Conditions
DURHAM TECH BF SITE
CWI
Elevator Pit
OVERCAST
PROJECT #
VMS CONTACT
PHONE #:
�rracon
70197104 DATE OF TESTING: 2/12/2020
Wind Speed (0-5mr)h E )
DATE 2/12/2020
INSTALLED:
CURING
TIME 1 Hours
Temp: 50-62 ° F . Humidity 86
Square Footage for this report - sq. ft. Number of Smoke Tests Conducted 2
# of Coupon Samples Collected 2 Duration of Smoke Test per Area 20 min
Square Footage per sample (500 sq. ft. max) - sq. ft. Number of Areas Marked for Repair 0
Draw Sketch of Areas Coupon Sample and Smoke Testing Locations (attach separate sheet or project plans as needed)
Incicate Coupon Sample locations, Smoke Test Holes, Areas Marked for Repair Resprayed Areas
Coupon Sample No.
Area Sampled
(Sq. Ft.)
Dry Thickness
(MIN 78 mil)
Wet Thickness
(MIN 96 mil)
Test Results
Pass
Fail
1
NM
NM
88
X
Resprayed to 95
2
NM
NM
87
X
Resprayed to 95
Protection Layer Installation
1 Is the cured asphaltic emulsion surface free of dirt, mud, debris or other foreign objects?
2 Is the cured asphaltic emulsion surface free of standing water?
3 Was protection course installed perpendicular to the direction of the base layer?
4 Photographs taken during installation?
NA
Yes
No
X
X
X
X
Comments / Deficiencies/Action Taken:
Inspection Completed By: ANALEE FARRELL Date 2/12/2020
SMOKECOUPON 2.12

VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
CWI
Date Installed: 12-Feb-20
Time Start / Stop Installation 1000 to 1600
VMS Contact Phone
Elevator Wind Speed (0-5mph E) Temp: _50-62 F , Humidity 86
Item
1
2
3
4
5
Spray
6
7
8
9
10
11
12
13
14
15
Pre- Application - Products
Does the Asphaltic Emulsion ('A' Product) and Catalyst ('B' Product) meet the project
specifications? Record Expiration Date shown on Drum Label - n/a package date is 12/3/2019
Do ColdMark indicators (Freeze Tags) appear as 'clear' (not purple)?
Was the asphaltic emulsion stored in a heated space overnight?
Are areas that DO NOT receive asphalt emulsion adequately protected?
Is Trowel Grade asphalt emulsion applied to all corners greater than 120 degrees?
Application
Did the Installer stir the drums of asphaltic emulsion to a uniform color? *Mixed Tote
Is the spray equipment running smoothly?
Is there proper pump pressure (65 PSI minimum Drum "A" & 50 PSI minimum Drum "B")
Tote pump 70 PSI
Is proper spray technique being utilized (No arching & proper distance from surface) ?
Is product being used in accordance with manufacturer's application rate*?
(* see manufacturer's specification table and # 16, below)
Were sprayed areas checked for areas of application too thin (by visual and tactile
measurements)?
Were coupon samples collected prior to curing (wet samples)?
Were any areas resprayed based on visual, tactile measurements or wet sample results?
Is the emulsion applied to specified dry mil thickness of _60 mils?
Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
X
X
X
F—
X
Material
16
17
18
Usage
Amount of "A" Product sprayed today (est.) 150 gallons
Estimated square feet applied today NM sq. ft.
Square feet per gallon sq. ft. / Square feet per 55- sq. ft. / 55-gallon drum
gallon gallon drum
Estimated Yield per 55-gallons (Per Liquid Boot Manufacturer): 60 mils = 825 sq. ft, 80 mils = 620 sq. ft 100 mils = 500 sq. ft (dry thickness)
Comments / Deficiencies/Action Taken:
(reference by item #)
Inspection Completed By: ANALEE FARRELL Date: 2/12/2020
INSTALL 2.12

PRE VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
BUCKEYE ELM CONTRACTING
ELEVATOR PIT - PRE BACKFILL;POST CONCRETE POUR
Date Installed:
Date Inspected:
VMS Contact
3/26/2020
3/26/2020
Phone #: CHRIS W 614-2066131
Item # Aggregate and Vent Piping Installation
1 Does Base Aggregate layer match grain -size as per project specifications?
2 Is Base Aggregate layer installed to specified thickness?
3 Does the Horizontal Vent Piping materials meet the project specifications?
4 Is Horizontal Vent Piping and Transition Piping laid out as per the project plans and securely
connected to each other?
5 Were any glues or solvents used to connect the piping? If yes, document materials used.
6 Are Grade Beam transitions installed at locations and heights in accordance with project plans?
7 Are Perimeter Inlet Vents are installed at locations and heights in accordance with project plans?
Application Surface Conditions
All concrete surfaces to receive asphaltic emulsion must be prepared to a light trowel or light
8 broom finish. Does the installation contractor accept the condition of the application surfaces to
provide a competent seal?
9 Are concrete surfaces clean and dry - free of dirt, mud, debris, curing agents, and/or foreign
objects?
10 Are penetrations detailed with reinforcement fabric in accordance with the project
specifications?
11 Are Penetrations a minimum of 1/8-inch apart and away from walls?
12 Are plumbing, electrical, and mechanical conduits secured prior to application?
13 Are Penetration Banks installed in accordance with the project specs?
Base Layer Materials and Installation
14 Are all materials as specified for the project on site?
(asplaltic emulsion, base layer and protective layer)
15 Is 30-Mil of asphaltic emulsion (Tack Coat) applied to all application surfaces?
16 Is geotextile installed heat side up (fabric towards the earth), laid smoothly, with minimum
wrinkles
17 Are there gaps or 'fish mouths' in the seams?
18 Is base layer overlapped 6" min. with 30-mil tack coat?
19 Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
Comments/Deficiencies/Action Taken:
(Reference by item # above)
ELEVATOR FOOTER IS MUDDY; WALLS ARE CLEAN; CONTRACTOR ACCEPTS SURFACE
Inspection Completed By KYLE F CHURCH Date 3/26/2020
PRE 3.26

PRE VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
BUCKEYE ELM CONTRACTING
1st Floor
Date Installed:
Date Inspected:
VMS Contact
3/24/2020-3/27/2020
3/27/2020
Phone #: CHRIS W 614-2066131
Item # Aggregate and Vent Piping Installation
1 Does Base Aggregate layer match grain -size as per project specifications?
2 Is Base Aggregate layer installed to specified thickness?
3 Does the Horizontal Vent Piping materials meet the project specifications?
4 Is Horizontal Vent Piping and Transition Piping laid out as per the project plans and securely
connected to each other?
5 Were any glues or solvents used to connect the piping? If yes, document materials used.
6 Are Grade Beam transitions installed at locations and heights in accordance with project plans?
7 Are Perimeter Inlet Vents are installed at locations and heights in accordance with project plans?
Application Surface Conditions
All concrete surfaces to receive asphaltic emulsion must be prepared to a light trowel or light
8 broom finish. Does the installation contractor accept the condition of the application surfaces to
provide a competent seal?
9 Are concrete surfaces clean and dry - free of dirt, mud, debris, curing agents, and/or foreign
objects?
10 Are penetrations detailed with reinforcement fabric in accordance with the project
specifications?
11 Are Penetrations a minimum of 1/8-inch apart and away from walls?
12 Are plumbing, electrical, and mechanical conduits secured prior to application?
13 Are Penetration Banks installed in accordance with the project specs?
Base Layer Materials and Installation
14 Are all materials as specified for the project on site?
(asplaltic emulsion, base layer and protective layer)
15 Is 30-Mil of asphaltic emulsion (Tack Coat) applied to all application surfaces?
16 Is geotextile installed heat side up (fabric towards the earth), laid smoothly, with minimum
wrinkles
17 Are there gaps or 'fish mouths' in the seams?
18 Is base layer overlapped 6" min. with 30-mil tack coat?
19 Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
Comments/Deficiencies/Action Taken:
(Reference by item # above)
FREE OF DEBRIS TO THE EXTENT POSSIBLE
Inspection Completed By KYLE F CHURCH Date 3/27/2020
PRE 3.27

PRE VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
BUCKEYE ELM CONTRACTING
1st Floor
Date Installed:
Date Inspected:
VMS Contact
3/24/2020-3/31/2020
3/27/2020
Phone #: CHRIS W 614-2066131
Item # Aggregate and Vent Piping Installation
1 Does Base Aggregate layer match grain -size as per project specifications?
2 Is Base Aggregate layer installed to specified thickness?
3 Does the Horizontal Vent Piping materials meet the project specifications?
4 Is Horizontal Vent Piping and Transition Piping laid out as per the project plans and securely
connected to each other?
5 Were any glues or solvents used to connect the piping? If yes, document materials used.
6 Are Grade Beam transitions installed at locations and heights in accordance with project plans?
7 Are Perimeter Inlet Vents are installed at locations and heights in accordance with project plans?
Application Surface Conditions
All concrete surfaces to receive asphaltic emulsion must be prepared to a light trowel or light
8 broom finish. Does the installation contractor accept the condition of the application surfaces to
provide a competent seal?
9 Are concrete surfaces clean and dry - free of dirt, mud, debris, curing agents, and/or foreign
objects?
10 Are penetrations detailed with reinforcement fabric in accordance with the project
specifications?
11 Are Penetrations a minimum of 1/8-inch apart and away from walls?
12 Are plumbing, electrical, and mechanical conduits secured prior to application?
13 Are Penetration Banks installed in accordance with the project specs?
Base Layer Materials and Installation
14 Are all materials as specified for the project on site?
(asplaltic emulsion, base layer and protective layer)
15 Is 30-Mil of asphaltic emulsion (Tack Coat) applied to all application surfaces?
16 Is geotextile installed heat side up (fabric towards the earth), laid smoothly, with minimum
wrinkles
17 Are there gaps or 'fish mouths' in the seams?
18 Is base layer overlapped 6" min. with 30-mil tack coat?
19 Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
Comments/Deficiencies/Action Taken:
(Reference by item # above)
GAPS/FISH MOUTHS DUE TO WIND SEALED WITH EXTRA ASPHALTIC PRODUCT AND SMOKE TESTED
Inspection Completed By KYLE F CHURCH Date 3/31/2020
PRE 3.31

PRE VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
BUCKEYE ELM CONTRACTING
ELEVATOR PIT - PRE BACKFILL;POST CONCRETE POUR
Date Installed:
Date Inspected:
VMS Contact
4/8/2020-4/9/2020
4/8/2020-4/9/2020
Phone #: CHRIS W 614-2066131
Item # Aggregate and Vent Piping Installation
1 Does Base Aggregate layer match grain -size as per project specifications?
2 Is Base Aggregate layer installed to specified thickness?
3 Does the Horizontal Vent Piping materials meet the project specifications?
4 Is Horizontal Vent Piping and Transition Piping laid out as per the project plans and securely
connected to each other?
5 Were any glues or solvents used to connect the piping? If yes, document materials used.
6 Are Grade Beam transitions installed at locations and heights in accordance with project plans?
7 Are Perimeter Inlet Vents are installed at locations and heights in accordance with project plans?
Application Surface Conditions
All concrete surfaces to receive asphaltic emulsion must be prepared to a light trowel or light
8 broom finish. Does the installation contractor accept the condition of the application surfaces to
provide a competent seal?
9 Are concrete surfaces clean and dry - free of dirt, mud, debris, curing agents, and/or foreign
objects?
10 Are penetrations detailed with reinforcement fabric in accordance with the project
specifications?
11 Are Penetrations a minimum of 1/8-inch apart and away from walls?
12 Are plumbing, electrical, and mechanical conduits secured prior to application?
13 Are Penetration Banks installed in accordance with the project specs?
Base Layer Materials and Installation
14 Are all materials as specified for the project on site?
(asplaltic emulsion, base layer and protective layer)
15 Is 30-Mil of asphaltic emulsion (Tack Coat) applied to all application surfaces?
16 Is geotextile installed heat side up (fabric towards the earth), laid smoothly, with minimum
wrinkles
17 Are there gaps or 'fish mouths' in the seams?
18 Is base layer overlapped 6" min. with 30-mil tack coat?
19 Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
Comments/Deficiencies/Action Taken:
(Reference by item # above)
Inspection Completed By KYLE F CHURCH Date 4/9/2020
PRE 4.9

VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
BUCKEYE ELM CONTRACTING
Date Installed: 26-Mar-20
Time Start / Stop Installation 1500 to 1700
VMS Contact Phone
#: CHRIS W 614-2066131
SW/NW Temp: 70 OF , Humidity 69
CORNER Wind Speed ( 8 )
Item
1
2
3
4
5
Spray
6
7
8
9
10
11
12
13
14
15
Pre- Application - Products
Does the Asphaltic Emulsion ('A' Product) and Catalyst ('B' Product) meet the project
specifications? Record Expiration Date shown on Drum Label - 8/01/2020
Do ColdMark indicators (Freeze Tags) appear as 'clear' (not purple)?
Was the asphaltic emulsion stored in a heated space overnight?
Are areas that DO NOT receive asphalt emulsion adequately protected?
Is Trowel Grade asphalt emulsion applied to all corners greater than 120 degrees?
Application
Did the Installer stir the drums of asphaltic emulsion to a uniform color?
Is the spray equipment running smoothly?
Is there proper pump pressure (65 PSI minimum Drum "A" & 50 PSI minimum Drum "B")
Is proper spray technique being utilized (No arching & proper distance from surface) ?
Is product being used in accordance with manufacturer's application rate*?
(* see manufacturer's specification table and # 16, below)
Were sprayed areas checked for areas of application too thin (by visual and tactile
measurements)?
Were coupon samples collected prior to curing (wet samples)?
Were any areas resprayed based on visual, tactile measurements or wet sample results?
Is the emulsion applied to specified dry mil thickness of _60 mils?
Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
X
X
X
X
Material
16
17
18
Usage
Amount of "A" Product sprayed today (est.) 30 gallons
Estimated square feet applied today NM sq. ft.
Square feet per gallon sq. ft. / Square feet per 55- sq. ft. / 55-gallon drum
allon gallon drum
Estimated Yield per 55-gallons (Per Liquid Boot Manufacturer): 60 mils = 825 sq. ft 80 mils = 620 sq. ft 100 mils = 500 sq. ft (dry thickness)
Comments / Deficiencies/Action Taken:
(reference by item #)
Inspection Completed By: KYLE CHURCH Date: 3/26/2020
INSTALL 3.26

VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
BUCKEYE ELM CONTRACTING
Date Installed: 26-Mar-20
Time Start / Stop Installation 900 to 1050
VMS Contact Phone
#: CHRIS W 614-2066131
ELEVATOR Temp: 49 OF , Humidity 74
PIT Wind Speed ( 2 )
Item
1
2
3
4
5
Spray
6
7
8
9
10
11
12
13
14
15
Pre- Application - Products
Does the Asphaltic Emulsion ('A' Product) and Catalyst ('B' Product) meet the project
specifications? Record Expiration Date shown on Drum Label - 8/01/2020
Do ColdMark indicators (Freeze Tags) appear as 'clear' (not purple)?
Was the asphaltic emulsion stored in a heated space overnight?
Are areas that DO NOT receive asphalt emulsion adequately protected?
Is Trowel Grade asphalt emulsion applied to all corners greater than 120 degrees?
Application
Did the Installer stir the drums of asphaltic emulsion to a uniform color?
Is the spray equipment running smoothly?
Is there proper pump pressure (65 PSI minimum Drum "A" & 50 PSI minimum Drum "B")
Is proper spray technique being utilized (No arching & proper distance from surface) ?
Is product being used in accordance with manufacturer's application rate*?
(* see manufacturer's specification table and # 16, below)
Were sprayed areas checked for areas of application too thin (by visual and tactile
measurements)?
Were coupon samples collected prior to curing (wet samples)?
Were any areas resprayed based on visual, tactile measurements or wet sample results?
Is the emulsion applied to specified dry mil thickness of _80 mils?
Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
X
X
X
X
Material
16
17
18
Usage
Amount of "A" Product sprayed today (est.) 80 gallons
Estimated square feet applied today NM sq. ft.
Square feet per gallon sq. ft. / Square feet per 55- sq. ft. / 55-gallon drum
allon gallon drum
Estimated Yield per 55-gallons (Per Liquid Boot Manufacturer): 60 mils = 825 sq. ft 80 mils = 620 sq. ft 100 mils = 500 sq. ft (dry thickness)
Comments / Deficiencies/Action Taken:
(reference by item #)
Inspection Completed By: KYLE CHURCH Date: 3/27/2020
INSTALL 3.26 - ELEV

VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
BUCKEYE ELM CONTRACTING
Date Installed: 27-Mar-20
Time Start / Stop Installation 945 to 1530
VMS Contact Phone
#: CHRIS W 614-2066131
SW/NW Temp: 70 OF , Humidity 69
CORNER Wind Speed ( 8 )
Item
1
2
3
4
5
Spray
6
7
8
9
10
11
12
13
14
15
Pre- Application - Products
Does the Asphaltic Emulsion ('A' Product) and Catalyst ('B' Product) meet the project
specifications? Record Expiration Date shown on Drum Label - 8/01/2020
Do ColdMark indicators (Freeze Tags) appear as 'clear' (not purple)?
Was the asphaltic emulsion stored in a heated space overnight?
Are areas that DO NOT receive asphalt emulsion adequately protected?
Is Trowel Grade asphalt emulsion applied to all corners greater than 120 degrees?
Application
Did the Installer stir the drums of asphaltic emulsion to a uniform color?
Is the spray equipment running smoothly?
Is there proper pump pressure (65 PSI minimum Drum "A" & 50 PSI minimum Drum "B")
Is proper spray technique being utilized (No arching & proper distance from surface) ?
Is product being used in accordance with manufacturer's application rate*?
(* see manufacturer's specification table and # 16, below)
Were sprayed areas checked for areas of application too thin (by visual and tactile
measurements)?
Were coupon samples collected prior to curing (wet samples)?
Were any areas resprayed based on visual, tactile measurements or wet sample results?
Is the emulsion applied to specified dry mil thickness of _60 mils?
Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
X
X
X
X
Material
16
17
18
Usage
Amount of "A" Product sprayed today (est.) 200 gallons
Estimated square feet applied today NM sq. ft.
Square feet per gallon sq. ft. / Square feet per 55- sq. ft. / 55-gallon drum
allon gallon drum
Estimated Yield per 55-gallons (Per Liquid Boot Manufacturer): 60 mils = 825 sq. ft 80 mils = 620 sq. ft 100 mils = 500 sq. ft (dry thickness)
Comments / Deficiencies/Action Taken:
(reference by item #)
Inspection Completed By: KYLE CHURCH Date: 3/27/2020
INSTALL 3.27

VMS MEMBRANE INSTALLATION FIELD REPORT
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
Irerracon
Date Installed: 28-Mar-20
70197104 Time Start / Stop Installation 830 to 1500
VMS Contact Phone
BUCKEYE ELM CONTRACTING #: CHRIS W 614-2066131
SW/NW Temp: _86_0 F , Humidity _47_
CORNER Wind Speed ( 7 )
Item
1
2
3
4
5
Spray
6
7
8
9
10
11
12
13
14
15
Pre- Application - Products
Does the Asphaltic Emulsion ('A' Product) and Catalyst ('B' Product) meet the project
specifications? Record Exp. Date on Drum Labels - 7/29/20; 7/26/20; 8/02/20
Do ColdMark indicators (Freeze Tags) appear as 'clear' (not purple)?
Was the asphaltic emulsion stored in a heated space overnight?
Are areas that DO NOT receive asphalt emulsion adequately protected?
Is Trowel Grade asphalt emulsion applied to all corners greater than 120 degrees?
Application
Did the Installer stir the drums of asphaltic emulsion to a uniform color?
Is the spray equipment running smoothly?
Is there proper pump pressure (65 PSI minimum Drum "A" & 50 PSI minimum Drum "B")
Is proper spray technique being utilized (No arching & proper distance from surface) ?
Is product being used in accordance with manufacturer's application rate*?
(* see manufacturer's specification table and # 16, below)
Were sprayed areas checked for areas of application too thin (by visual and tactile
measurements)?
Were coupon samples collected prior to curing (wet samples)?
Were any areas resprayed based on visual, tactile measurements or wet sample results?
Is the emulsion applied to specified dry mil thickness of _60 mils?
Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
X
X
X
X
Material
16
17
18
Usage
Amount of "A" Product sprayed today (est.) 400 gallons
Estimated square feet applied today NM sq. ft.
Square feet per gallon sq. ft. / Square feet per 55- sq. ft. / 55-gallon drum
allon gallon drum
Estimated Yield per 55-gallons (Per Liquid Boot Manufacturer): 60 mils = 825 sq. ft 80 mils = 620 sq. ft 100 mils = 500 sq. ft (dry thickness)
Comments / Deficiencies/Action Taken:
(reference by item #)
Tote 1 = 200 gal, Tote 2 = 100 gal, Tote 3 = 100 gal
Inspection Completed By: KYLE CHURCH Date: 3/28/2020
INSTALL 3.28

VMS MEMBRANE INSTALLATION FIELD REPORT
Irerracon
PROJECT NAME DURHAM TECH BROWNFIELDS SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION
70197104
BUCKEYE ELM CONTRACTING
Date Installed: 31-Mar-20
Time Start / Stop Installation 800 to 1630
VMS Contact Phone
#: CHRIS W 614-206-6131
SW/NW Temp: SS OF , Humidity S4
CORNER Wind Speed ( 7 )
Item
1
2
3
4
5
Spray
6
7
8
9
10
11
12
13
14
15
Pre- Application - Products
Does the Asphaltic Emulsion ('A' Product) and Catalyst ('B' Product) meet the project
specifications? Record Exp. Date on Drum Labels - 8/02/20; 1/08/21; 7/26/20
Do ColdMark indicators (Freeze Tags) appear as 'clear' (not purple)?
Was the asphaltic emulsion stored in a heated space overnight?
Are areas that DO NOT receive asphalt emulsion adequately protected?
Is Trowel Grade asphalt emulsion applied to all corners greater than 120 degrees?
Application
Did the Installer stir the drums of asphaltic emulsion to a uniform color?
Is the spray equipment running smoothly?
Is there proper pump pressure (65 PSI minimum Drum "A" & 50 PSI minimum Drum "B")
Is proper spray technique being utilized (No arching & proper distance from surface) ?
Is product being used in accordance with manufacturer's application rate*?
(* see manufacturer's specification table and # 16, below)
Were sprayed areas checked for areas of application too thin (by visual and tactile
measurements)?
Were coupon samples collected prior to curing (wet samples)?
Were any areas resprayed based on visual, tactile measurements or wet sample results?
Is the emulsion applied to specified dry mil thickness of _60 mils?
Photographs taken during installation?
NA
Yes
No
X
X
X
X
X
NA
Yes
No
X
X
X
X
X
X
X
X
X
X
Material
16
17
18
Usage
Amount of "A" Product sprayed today (est.) 505 gallons
Estimated square feet applied today NM sq. ft.
Square feet per gallon sq. ft. / Square feet per 55- sq. ft. / 55-gallon drum
allon gallon drum
Estimated Yield per 55-gallons (Per Liquid Boot Manufacturer): 60 mils = 825 sq. ft 80 mils = 620 sq. ft 100 mils = 500 sq. ft (dry thickness)
Comments / Deficiencies/Action Taken:
(reference by item #)
Tote 1 = 115 gal, Tote 2 = 280 gal, Tote 3 = 80 gal, Tote 4 = 30 gal
Inspection Completed By: KYLE CHURCH Date: 3/31/2020
INSTALL 3.31

VMS MEMBRANE COUPON SAMPLE / SMOKE TEST FIELD REPORT 1 r
�rrCIL.®n
PROJECT NAME
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION:
Weather Conditions
DURHAM TECH BF SITE
BUCKEYE ELM CONTRACTING
1ST FLOOR
OVERCAST
PROJECT #
VMS CONTACT
PHONE #:
70197104 DATE OF TESTING: 3/26-3/28, 3/31, 4/1
DATE 3/26/20-3/31/20
CHRIS W 614-206-6131 INSTALLED:
CURING
TIME 0-120
Wind Speed ( Med) Temp: _44_O F , Humidity — _83_
Hours
Square Footage for this report - sq. ft. Number of Smoke Tests Conducted 27
# of Coupon Samples Collected 36 Duration of Smoke Test per Area 2.5-10 min
Square Footage per sample (500 sq. ft. max) - sq. ft. Number of Areas Marked for Repair >100
Draw Sketch of Areas Coupon Sample and Smoke Testing Locations (attach separate sheet or project plans as needed)
Incicate Coupon Sample locations, Smoke Test Holes, Areas Marked for Repair Resprayed Areas
SEE FIELD TESTING LOCATION MAP FOR COUPON AND SMOKE TEST LOCATIONS AND TIMES .
Coupon Sample No.
Area Sampled
(Sq. Ft.)
Dry Thickness
(MIN 78 mil)
Wet Thickness
(MIN _96 mil)
Test Results
Pass
Fail
1
NM
150
NM
X
2
NM
NM
104
X
ELEVATOR
NM
NM
180
X
3
NM
NM
140
X
4
NM
NM
50
X
5
NM
55
NM
X
6
NM
180
NM
X
7
NM
NM
88
X
8
NM
68
NM
X
9
NM
65
NM
X
10
NM
110
NM
X
11
NM
104
NM
X
5B
NM
66
NM
X
VP-3
NM
78
N M
X
VP-4
NM
93
NM
X
15
NM
64
NM
X
Protection Layer Installation
1 Is the cured asphaltic emulsion surface free of dirt, mud, debris or other foreign objects?
2 Is the cured asphaltic emulsion surface free of standing water?
3 Was protection course installed perpendicular to the direction of the base layer?
4 Photographs taken during installation?
NA
Yes
No
X
X
X
X
Comments / Deficiencies/Action Taken:
CURED EMULSION FREE OF FOREIGN OBJECTS AND WATER TO THE EXTENT POSSIBLE; PROTECTION COURSE INSTALLED PERPINDICULAR IN SOME
AREAS
Inspection Completed By:
KYLE CHURCH
Date 4/1/2020
SMOKECOUPON1

VMS MEMBRANE COUPON SAMPLE / SMOKE TEST FIELD REPORT
Irerracon
U3e71:1419►1e1Ji1:
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION:
Weather Conditions:
DURHAM TECH BF SITE
70197104
BUCKEYE ELM CONTRACTING
Date of Testing: 1-Apr-20
Date Membrane Installed: 3/26/20-3/31/20
VMS CONTACT PHONE #: CHRIS W 614-206-6131
1ST FLOOR Curing Time 24-120 Hours
OVERCAST Wind Speed ( MED ) Temp: 44 ° F , Humiditv 83
Coupon Sample No.
Area Sampled
(Sq. Ft.)
Dry Thickness
(MIN 78 Mil)
Wet Thickness
(MIN 96 Mil)
Test Results
Pass
Fail
13
NM
93
NM
X
14
NM
73
NM
X
18
NM
94
NM
X
16
NM
78
NM
X
17
NM
85
NM
X
19
NM
70
NM
X
20
NM
78
NM
X
21
NM
84
NM
X
22
NM
80
NM
X
23
NM
103
NM
X
24
NM
109
NM
X
25
NM
70
NM
X
26
NM
87
NM
X
27
NM
50
NM
X
28
NM
64
NM
X
12
NM
88
NM
X
29
NM
80
NM
X
30
NM
90
NM
X
31
NM
100
NM
X
32
NM
105
NM
X
Comments / Deficiencies/Action Taken:
CURED EMULSION FREE OF FOREIGN OBJECTS AND WATER TO THE EXTENT POSSIBLE; PROTECTION COURSE INSTALLED PERPINDICULAR IN SOME
AREAS
Inspection Completed By: KYLE CHURCH Date 1-Apr-20
COUPON2

VMS MEMBRANE COUPON SAMPLE / SMOKE TEST FIELD REPORT 1�
PROJECT NAME DURHAM TECH BF SITE
PROJECT NO.
VMS INSTALLATION
CONTRACTOR
LOCATION
DESCRIPTION:
Weather Conditions:
70197104
BUCKEYE ELM CONTRACTING
rracon
�
Date of Testing: 4/8/20-4/9/20
Date Membrane Installed: 4/8/20-4/9/20
VMS CONTACT PHONE #: CHRIS W 614-206-6131
Exterior Wall Footers Curing Time 0 Hours
OVERCAST Wind Speed ( IVIED ) Temp: 80 ° F , Humiditv 61
Coupon Sample No.
Area Sampled
(Sq. Ft.)
Dry Thickness
(MIN 60 Mil)
Wet Thickness
(MIN 78 Mil)
Test Results
Pass
Fail
1w
-
>78
x
2w
-
>78
x
3w
-
>78
x
4w
-
>78
x
5w
-
>78
x
6w
-
>78
x
7w
-
>78
x
8w
-
>78
x
9w
-
>78
x
10w
-
>78
x
11w
-
>78
x
12w
-
>78
x
Comments / Deficiencies/Action Taken:
Inspection Completed By: KYLE CHURCH Date 9-Apr-20
BLUNTNOSE

Ift — RCA E D
L o C cvk, c>v� j i FSl�lol�E
9 8.8 85 r8.3 8 r7� 71 �6.5
1 I I I
Legend
C : =3 Extent of VMS Membrane
4-inch Slotted SCH 40 PVC Vapor Collection Piping
V 11 a 6-inch Vertical Riser Pipe
2P-1 Vapor Pin Sampling Point (Detail 21 Sheet VMS-3)
44nch Solid SCH 40 PVC Transition Pipe
q r + 1, TI Fcnn+t (' Plowwa- a w,�4, ,r vo ess 4-tW (occAtos-
"TrlcS't" Cvat�c� C�j-�t�� Ttnl►IE �.soTfr� t� 4AizF,�'�.StS� P�sS �o,�\ Ke�G►O Pl0�
' 1 5.8 5 4.3 1 3 22 21 1 1/ 1
VMS MEMBRANE AND VENT PIPE LAYOUT
0 4 a 16 24
Approximate Swle b Feet
J
1 e00"4_,. 1
VMS-2
SHEET NO.: 13 OF 6

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
7H88M18F2 i6m � 58 m
Photo #1 (02/12/2020) Smoke and coupon
testing elevator area.
Photo #3 (02/17/2020) View of concrete pour
in elevator pit, after the rebar inspection.
Photo #5 (03/24/19) View of piping installed in
the trenches at the location of riser VR-1.
lrelfracon
C—Ibe g Engineers & so-h to
0322`4W(T)1:8597302,-78.881819±3m183m .,__
Photo #2 (02/12/2020) View of re -sprayed
elevator area prior to installation of
protective layer.
Photo #4 (03/12/2020) View of trench
installation.
Photo #6 (03/24/2020) View of piping installed
in the trenches at the location of riser VR-2.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
Photo #7 (03/24/2020) View of concrete pads
around utilities.
Photo #9 (03/26/2020) (03/26/2020) View of
sprayed membrane along the elevator wall.
Photo #11 (03/26/2020) View of base layer
installation.
lrerracon
C—Ibe g Engineers & Santis
U
Photo #8 (03/24/2020) View of trenches
covered with gravel layer.
Photo #10 (03/26/2020) Typical view of
sealing utility penetrations.
Photo #12 (03/27/2020) View of elevator drain
board installation.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
Photo #13 (03/27/2020) View of base layer
installation.
ozn°wri. is4ixcns, xa eaxxs5 =:a��•-zaan '
ML
Photo #15 (03/28/2020) View of base layer
installation.
0
22b,wLulwwv H
lrelfracon
C—Ibe g Engineers & Santis
Photo #14 (03/28/2020) View backfilling at
elevator.
Photo #16 (03/28/2020) View of base layer
installation.
Photo #17 (03/28/2020) View of base layer Photo #18 (03/28/2020) View of base layer
installation. installation.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
6 2]8•W ITI k 35.9TS�ia,-]6.881]OS �6m � i] m
jM
Photo #19 (03/29/2020) View of base layer
installation.
o zse°sw m •W 3s.9ncas.-]e.aeln9 �m a o1 m
Photo #21 (03/30/2020) View of base layer
installation around the elevator.
Photo #23 (03/30/2020) View of base layer
and membrane installation.
lrelfracon
Co1E Ib1 g Engineers & Santis
0105°E rsl'W 35.9]3145,-]36E209<'-4m�30m ?� t-
i
Photo #20 (03/29/2020) View of base layer
installation.
Y155°SE{91*35.913124.-]5AE1922t10m•] m
Photo #22 (03/30/2020) View of base layer
installation around the elevator.
Photo #24 (03/30/2020) View of riser pipe
VR-01.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
Photo #25 (03/30/2020) View of riser
VR-02.
.. aI Irl 35­0 -]d.H 1715' 167m
Photo #27 (03/31/2020) Typical view of
membrane installation along wooden form
and utility penetrations.
o z<,+°sw irle}s.pE�a»m - -
�:
r5l;
_, A. s. .
lrelfracon
Co Ibl g Engineers & sae'h.
- ozlo°sm4as.v3zvaa.-ra.ealn+iem usm
Photo #26 (03/31/2020) Typical view of
membrane installation along wooden form
and utility penetrations.
Photo #28 (03/31/2020) Typical view of
membrane installation.
01r�sE :n +3s.9nvJv. ae.eaies3 gem � rz m
Photo #29 (03/31/2020) View of a vapor pin Photo #30 (03/31/2020) View of the
insert prior to sealing the penetration. membrane and base layer installation.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
a zza°sw m waxs.e�sxez-raeeiaar arm � n m
Photo #31 (03/31/2020) View of the
membrane and base layer installation.
.'7° 111a35.av303a.-7/ 6624»'bw♦­
Photo #33 (04/01/2020) Typical view of a
coupon and smoke test location.
Photo #35 (04/01/2020) Typical view of a
sealed vapor pin insert.
lrelfracon
C—Ibl g Engineers & sae,h.
Photo #32 (03/31/2020) View of the
membrane and base layer installation.
Photo #34 (04/01/2020) Typical view of a
coupon and smoke test location.
Photo #36 (04/01/2020) Typical view of a
coupon and smoke test location.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
Photo #37 (04/01/2020) Typical view of a
coupon and smoke test location.
Photo #39 (04/01/2020) Typical view of
resprayed area following coupon testing.
Photo #41 (04/02/2020) View of protective
layer installation and rebar installation.
lrelfracon
C—Ibe g Engineers & sae,h.
Photo #38 (04/01/2020) Typical view of
resprayed area following coupon testing.
o zcr7v nta5s.9zsoz-�asetsr. tsm ♦sz ��
oil
Photo #40 (04/02/2020) View of protective
layer installation.
Photo #42 (04/05/2020) View of protective
layer and rebar prior to concrete pour.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
o 111°EIT7 i' 35,9I6095,-]g.e]9932.33m a -3I6 m
Photo #43 (04/06/2020) View of concrete
pour.
r
Photo #45 (04/07/2020) Typical view of a
vapor pin point following the concrete pour.
Photo #47 (04/09/2020) View of installation
of base layer and membrane following the
removal of the wooden form.
lrelfracon
Consulting Engineers & sae,h.
Photo #44 (04/06/2020) View of concrete
pour.
O 33°NE f ]1 � 35.9A023.=]g,gg1945 �8m � 92 m
Photo #46 (04/08/2020) View of installation of
base layer and membrane following the
removal of the wooden form.
Photo #48 (04/09/2020) View of installation of
protective layer along the outer walls.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
Photo #49 (08/31/2020) View of a riser pipe
VR-01.
Photo #51 (08/31/2020) View of a riser pipe
VR-02.
Photo #53 (08/31/2020) View of the roof
mounted blowers.
lrerracon
C—Ibi g Eng-- & 5nemb.
Photo #50 (08/31/2020) View of a riser pipe
VR-01.
WARNING
-NG I6 ihor[t�6p Vmm
�'Ga MIrIwn�w SvSiFN.
Roa05C-0PEIEIIGIION OF
�iIGN Of FLNnsue
u�px pF inF
L
Photo #52 (08/31/2020)View of warning sign
in the building system room.
r-
Photo #54 (08/31/2020) View of the roof
mounted blowers.

Fairey Finishing Plan Brownfields Project
Brownfields ID: 22034-18-32
Terracon Project No. 70197104
Date Photos Taken: February 2020 to January 2021
s�
Photo #55 (01/27/2021) Typical view of
vapor pin location and cover.
lrerracon
C—Ibe g Engineers & sae,h.
Photo #56 (01/27/2021) Typical view of vapor
pin location and cover.

Land Science x
a division of REGENESIS'
Geo-Seal'CORE
PRODUCT DATA SHEET
Geo-Seal® CORE is an elastic water -based co -polymer modified asphaltic membrane spray applied to a
minimum dry thickness of 60 mils. The CORE material has exceptional bonding to a wide variety of substrates
and will build up to the specified thickness in a single application. Since the CORE material is water -based,
there is little or no odor during or after product application, making it safe for use in sensitive areas. This
material can also be applied to green concrete as it exhibits exceptional bonding capability that will not
delaminate from the intended substrate. The seamless application of the CORE material makes for easy
installation around penetrations, uneven surfaces and oddly shaped areas. .
02 56 19.13-18

- Land Science -
a division of REGENESIS'
Geo-Seal"CORE Detail
PRODUCT DATA SHEET
Geo-Seal® CORE is an elastic water -based co -polymer modified asphaltic membrane spray applied to a
minimum dry thickness of 60 mils. The CORE material has exceptional bonding to a wide variety of substrates
and will build up to the specified thickness in a single application. Since the CORE material is water -based,
there is little or no odor during or after product application, making it safe for use in sensitive areas. This
material can also be applied to green concrete as it exhibits exceptional bonding capability that will not
delaminate from the intended substrate. The seamless application of the CORE material makes for easy
installation around penetrations, uneven surfaces and oddly shaped areas. .
PROPERTIES
TEST METHOD
UNITS
TYPICAL UNCURED PROPERTIES
Specific Gravity
1.034
Viscosity
9m-13m centi Oise
PH
11.5
Flammabilit
270 F
Color
Brown to Black
Non -Toxic
No Solvents
Shelf Life
6 months
TYPICAL CURED PROPERTIES
Initial Cure
30 minutes
Final Cure
24-24 hours
Tensile Strength
ASTM 412
32 psi
Elongation
ASTM 412
3860%
Resistance to Decay
ASTM E 125 Section 13
9% Perm Loss
Accelerated Aging
ASTM G 23
No Effect
Moisture Vapor Transmission
ASTM E 96
0.026 aVft per hour
Hydrostatic Water Pressure
ASTM D 751
28 psi
Perm Rating US Perms
ASTM E 96
0.17
Methane Transmission Rate
ASTM D 1434
0
Adhesion to Concrete & Masonry
ASTM C 836
7 Ibflinch
Hardness
ASTM C 836
85
Crack Bridging
ASTM C 836
No Crackin
Law Tamp Flexibility
ASTM C 836-00
No Cracking at -20 C
Resistance to Acids
Acetic
30%
Sulfuric and Hydrochloric
13%
COVERAGES
60-mils d
19 ff 1 al
Packaging: Available in 1 or 5 gai. buckets
Approvals: City of Los Angeles RR# 25478 (for methane and waterproofing), NSF Standard 61 for potable water
containment
02 56 19.13-19

�w -4
Land Science -
a division of REGENESIS'
Geo-Seal' BASE Layer
PRODUCT DATA SHEET
The Geo-Seal"' BASE layer is comprised of a high strength laminated HDPE membrane that is thermally
bonded to a polypropylene geotextile giving the BASE layer a high puncture resistance (Class A Rating) as well
as high chemical resistance. The BASE layer is installed over the substrate with the HDPE side facing up and
provides the ideal surface for the application of the Geo-Seal CORE component.
02 56 19.13-20

" -4
Land Science -
a division of REGENESIS'
Geo-Seal'BOND Layer
PRODUCT DATA SHEET
The Geo-Seal"' BOND layer is comprised of a high strength laminated HDPE membrane that is thermally
bonded to a polypropylene geotextile giving the BASE layer a high puncture resistance (Class A Rating) as well
as high chemical resistance. The BOND layer is installed as a protection course over the BASE and CORE layers
with the geotextile side facing up. The BOND layer also provides an excellent substrate and friction surface for
concrete to adhere to.
PROPERTIE:
Film Thickness
Composite Thickness
Tensile a@ ULT
Elongation @a ULT
Dart Impact
Modulus
Elmendorf Tear
Puncture Prop. Tear
Beach Puncture Tear
Permeability (water w
Chemical Resistance
Packaging: 15'x154'
02 56 19.13-21

Land Science x
a division of REGENESIS'
PRODUCT DATA SHEET
Geo-Seal' Reinforcement Fabric
The Geo-Seal Reinforcement Fabric is a textile material composed of staple fibers hydraulically entangled,
which is composed of 100% polyester. The basic use of the Geo-Seal Reinforcement Fabric is designed to act
as reinforcement when used in conjunction with Geo-Seal CORE spray applied membrane.
CHEMICAL
Dimethyl Formamide
EXPOSURE
(at room temperature)
1000 hours
% STRENGTHENED
RETAINED
100%
Ethylene Glycol
1000 hours
100%
1%Sodium Hydroxide
6 hours
100%
60% Sulfuric Acid
150 hours
54%
Perchlorethylene
1000 hours
100%
Acetone
Distilled Water
1000 hours
1000 hours
100%
100%
PHYSICAL PROPERTY DATA
Weight /Square (lbs.)
ASTM D 3776
1.1
Oz/Sq./Yd. (oz.)
ASTM D 3776
1.6
Bulk (mills
22
Dry Tensile -MD (lbs.)
ASTM D 1777
25
Dry Tensile -CD (lbs)
ASTM D 1777
18
Elongation -MD (per/cent)
ASTM D 1682
45
Elongation -CD (per/cent)
ASTM D 1682
100
Mullen Burst (R S. I.)
ASTM D 3786
35
Packaging: 6" x 360;12" x 360'
02 56 19.13-22

4 Land Science -
a division of REGENESIS'
GEO-SEAL CORE MATERIAL SAFETY DATA SHEET
LAND SCIENCE, a division of REGENESIS
1011 Calle Sombra
San Clemente, CA 92673
949.481.8118
1. Product Identification
Trade Names: Geo-Seal CORE, Geo-Seal CORE Detail
Chemical Name: Asphalt Emulsion
Synonyms: N/A
Hazardous Ingredients/OSHA: CHEMICAL FAMILIES:
A. Bitumen/Asphalt
B. Synthetic rubber
C. Fatty acids
D. Polymers
Hazard: No evidence of serious health hazards exists.
Carcinogenic ingredients/OSHA/NTP: Bitumen IARC: None
Ingredient
Percentage
C.A.S.#.
Asphalt
50-60%
8052-42-4
Water
20-40%
7732-18-5
Latex
9003-55-8
Styrene Latex
Butadiene Latex
0-15%
0-15%
100-42-5
106-99-0
Sodium Hydroxide
.1-1%
1310-73-2
Amino Ethanol
.01-.1%
34375-28-5
02 56 19.13-24

2. Warning Statements
Avoid prolonged or frequent skin contact, as the presence of emulsifying and de -emulsifying agents during
application may irritate the skin.
3. Physical and Chemical Data
Appearance: Brown to black
Specific Gravity: (H2O = 1):1.028 (S) 1.034 (R) 1.13 (T)
Solubility in Water: Insoluble
Percent Volatiles: None
Boiling Point: N/A
Vapor Pressure (mm Hg): N/A
Vapor Density (Air = 1): N/A
Evaporation Rate: N
4. Fire Protection
Bitumen emulsions are water based products and as such will not burn. In cases of fire in the
vicinity of drums, cool with water.
5. Reactivity Data
Contact with strong oxidizing agents may create geling and water condensation.
6. Health Hazard Data
Exposure Limits: Avoid prolonged or frequent skin contact.
7. Psychological Effects Summary
Acute: Skin irritation and rash
Chronic: Dermatitis
8. Precautions for Safe Handling
Avoid contact with eyes.
Avoid inhalation.
Avoid prolonged or frequent skin contact.
Avoid ingestion.
9. Protection and Control Measures
Protective Equipment: Use of clothing, gloves, and/or barrier cream is recommended
for skin protection.
Respiratory Protection: Inhalation should be avoided, but is not considered to be hazardous.
Ventilation: Use local exhaust ventilation when applying in an enclosed area.
02 56 19.13-25

10 .Emergency and First Aid Procedures
For ingestion: DO NOT induce vomiting. Keep at rest and get prompt medical attention.
For eye contamination: Irrigate eyes with water.
For skin contact: Wash affected areas of the body with proprietary hand cleaner, then wash with
soap and water.
Contact physician as needed for any of the above occurrences.
11.Emergency and First Aid Procedures
For ingestion: DO NOT induce vomiting. Keep at rest and get prompt medical attention.
For eye contamination: Irrigate eyes with water.
For skin contact: Wash affected areas of the body with proprietary hand cleaner, then wash with
soap and water.
Contact physician as needed for any of the above occurrences.
12. Spill and Disposal Procedures
Contain spillages with sand or earth and remove by normal methods. Dispose of according to
State and Local regulations. If the Bitumen enters a water course or sewer, advise respective
water authority. The non -cured and cured material is non -toxic and non-flammable and can be
disposed of in land fill sites.
Other Precautions: For Additional Information Contact:
LAND SCIENCE, a division of REGENESIS
1011 Calle Sombra
San Clemente, CA 92673
949.366.8000
Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best of
our knowledge and belief but is not guaranteed to be so. Nothing herein is to be construed as recommending any practice or any product
in violation of any patent or in violation of law or regulation. It is the users responsibility to determine for himself the suitability of any
material for a specific purpose and to adopt such safety precautions as may be necessary. We make no warranty as to the results to be
obtained in using any material and, since conditions of use are not under our control, we must necessarily disclaim all liability with respect
to the use of any material supplied by us.
02 56 19.13-26

Land Science x
a division of REGENESIS'
Geo-Seal BASE and BOND: Material Safety Data Sheet
LAND SCIENCE, a division of REGENESIS
1011 Calle Sombra
San Clemente, CA 92673
949.481.8118
1. Product Identification
Trade Name: Geo-Seal BASE, Geo-Seal BOND
Chemical Name: POLYMERIC COMPONENTS, GEOTEXTILE FABRIC
Synonyms NA A
Hazardous Ingredients/OSHA: NO HAZARDOUS INGREDIENTS
THIS PRODUCT IS SUPPLIED IN COMPLIANCE WITH THE TSCA REPORTING
REQUIREMENTS.
Carcinogenic Ingredients/OSHA/NTP: NONE
IARC NO: NE
Transportation information: CONTAINS NO HAZARDOUS INGREDIENTS
Transportation emergency: Land Science Technologies, 949-366-8000
2. Physical and Chemical Data
Appearance and Odor: White Solid Sheet, Odorless
Specific Gravity (Water = 1): 0.90
Vapor Pressure (mm Hg): Not Determined
Vapor Density (Air = 1): Not Determined
Evaporation Rate: (Butyl Acetate - 1): N/A
Auto Ignition Temperature: Not Determined
02 56 19.13-27
Solubility in Water: Negligible,
below 0.1%
Percent Volatiles: None
Boiling Point: Degrees: Not Determined
Melting Point: 320' F

3. Fire and Explosion Data
Flash Point: N/A
Flammable limits %: Lower N/A Upper N/A
Extinguishing Media: Agents approved for Class A hazards (e.g. foam, steam) or water fog.
Special Fire Fighting Procedures: Firefighters should wear full bunker gear, including a positive pressure
self-contained breathing apparatus.
Unusual Fire and Explosion Hazards: None identified.
4. Reactivity Data
Stability: Stable
Conditions to avoid: Keep away from ignition sources (e.g. heat, sparks and open flames).
Incompatibility (materials to avoid): None Identified
Hazardous Decomposition or Byproducts: Incomplete burning can produce carbon
monoxide and/or carbon dioxide and other harmful products.
Hazardous Polymerization: Will not occur
5. Health Hazard Data
Route(s) of Entry: Inhalation: No Skin: No Ingestion: No
Health Hazards (Acute & Coronic): Will not present any health hazards under normal processing conditions.
Eye & Skin Contact: None Identified.
Skin Absorption: Non -toxic.
Inhalation: No significant irritation expected.
Ingestion: No significant health hazards identified.
Carcinogenicity: Unrelated NTP: No IARC: No OSHA Regulated: No
6. Protection and Control Measures
Precautions to be taken in handling and storing: Store away from heat, ignition sources and open flame
in accordance with applicable regulations.
Respiratory Protection: Not required under normal process conditions.
Ventilation: Local Exhaust
Protective Gloves: Not required.
Eye Protection: Not required.
Other Protective clothing or equipment: Not required.
Work/Hygienic Practices: Wash hands after handling and before eating.
02 56 19.13-28

7. Emergency and First Aid Measures
In Case of Combustion (5501"
Eye Contamination: Flush with large amounts of water for 20 minutes lifting upper and lower lids
occasionally. Get medical attention.
Skin contact: Thoroughly wash exposed area with soap and water. Remove contaminated clothing. Launder
contaminated clothing before reuse.
Inhalation: If overexposure occurs, remove individual to fresh air. If breathing stops, administer artificial
respiration. Get medical attention.
Ingestion: If a large amount of material is swallowed DO NOT INDUCE VOMITING. If vomiting begins lower
victim's head in an effort to prevent vomit from entering lungs and get medical attention.
8. Spill and Disposable Procedures
Spill is not applicable. Material is normally in solid form.
LAND SCIENCE, a division of REGENESIS
1011 Calle Sombra
San Clemente, CA 92673
949.366.8000
Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best of our
knowledge and belief but is not guaranteed to be so. Nothing herein is to be construed as recommending any practice or any product in
violation of any patent or in violation of law or regulation. It is the users responsibility to determine for himself the suitability of any material
for a specific purpose and to adopt such safety precautions as may be necessary. We make no warranty as to the results to be obtained in
using any material and, since conditions of use are not under our control, we must necessarily disclaim all liability with respect to the use of
any material supplied by us.
02 56 19.13-29

Pipe PVC
A 35 Schedule 40
Pressure Pipe
PVC Schedule 40 Pressure Pipe features make
it ideal for use in numerous industrial, commercial,
municipal and residential applications. Like SDR pres-
sure pipe (see page A-24) Schedule 40 has a built-in
long term pressure safety factor of 2 to 1. However,
unlike SDR pressure pipe which has a specific pressure
rating in all sizes, Schedule 40's maximum pressure
rating (figured at 72.4°F) varies with each size (see
Pipe Selection Chart on A-36). Pressure ratings for
transmitting warmer or cooler liquids can be determined
using the "Conversion Chart ..." shown on page A-36.
The maximum recommended temperature for Schedule
40 PVC is 130°F.
PVC Schedule 40 pipe and fittings can be joined
using solvent cements.
CAUTION: Do not use plastic pipe and fittings for com-
pressed air or gas.
Features:
• Resistance to corrosion and abrasion
• Resistance to many chemicalst*
• Smooth bore for improved flow characteristics
• Low cost installation
• Lightweight and flexible
• Non -toxic, NSF approved for use in drinking water
Specifications and Approvals:
• ASTM D-2665 specification for PVC plastic drain,
waste and vent pipe.
• ASTM D-1785 specification for potable water.
• ASTM D-1784 specification for Type 1, Grade 1 PVC
material used in the manufacturing of this pipe.
• NSF approved for drinking water use.
t For a complete list of chemicals contact your local Team
EJP sales office.
* Polar solvents such as ketones, some chlorinated hydro-
carbons and aromatics have damaging effects on PVC.
Applications:
Industrial and Process Piping
• Swimming pool piping
• Plant water supply and distribution lines
• Drainage and effluent piping
• Cooling water systems
• Vacuum piping
• Rainwater leaders for buildings
• Piping in fish hatcheries, aquariums, zoological and
biological buildings
• Well casings and dewatering lines
• Chemical and wash water systems for photographic
laboratories
• Acid products handling for refineries, metalworks and
plating plants
• Bleach, die and acid lines in textile mills
• Tailing and slurry lines in mines, smelters and
fertilizer plants
Pulp and Paper
• Alum and caustic handling
• Chlorine dioxide, chlorine and chlorine alkali plant -
piping
• Wash water piping and lagoon systems
Food Processing
• Brine and seawater distribution in fish plants
• Brine systems in meat packaging plants
• Piping for dairy, canning and beverage industries
Water and Sewage Treatment
• Alum and ferric chloride handling
• Chlorine injection systems
• Piping in lagoons and settling ponds
• Piping in pressure sewers
Irrigation
• Golf courses
• Greenhouses
• Housing and commercial properties
• Agriculture
NOTE: DWV Cellucore pipe is not rated for pressure

Pipe PVC
A 36 Schedule 40
Pressure Pipe
PVC Schedule 40 Pipe Selection Chart
SIZE
%"
FEET
PER
LENGTH
20
OUTSIDE
DLAMETER
0.084
WALL
THICKNESS
.109
POUNDSNOM.
PER
..
.161
RATING
600
PRODUCT
BELLED
73000
NUMBER
PLAINJ
-
3/4"
20
1.050
.113
.214
480
73005
-
1"
20
1.315
.133
.317
450
73010
-
P/4"
10
1.660
.140
.430
370
73016
730161
20
73015
-
1'/2'
10
1.900
.145
.520
330
-
73018
7
2"
2.375
.154
.690
280
-
73024
20
7
2%"
20
2.875
.203
1.105
300
73030
-
3"
10
3.500
.216
1.430
260
-
73033
7
4"
10
4.500
.237
2.040
220
73044
73042
20
73040
-
6"
20
6.625
.280
3.580
180
73045
-
8"
20
8.625
.322
5.500
160
73050
73051
10"
20
10.750
.365
7.690
140
73055
12"
20
12.750
.406
10.170
130
73062
-
NOTE: Not all pipe sizes are available at all Team EJP locations; call for availability. See Section B for PVC Schedule
40 Pressure Fittings, cement and primer.
Conversion Chart For Pressure Ratings At Various Temperatures
' 60'
70'
73.4°
80°
90°
100°
110°
120°
130°
• • • ' 1.15
1.04
1.00
.95
.90
.75
.65
.60
.50
Temperatures For PVC
Schedule 40 Pipe
Assembly Information:
1. Use a good grade of PVC pressure rated cement*
which meets ASTM standard D-2564.
2. Cut pipe to desired length with pipe cutters, hacksaw
or crosscut saw.
3. Ream pipe both internally and externally to remove
burrs and ragged edges.
4. Before making solvent weld joint be sure all joining
surfaces are free of dirt, dust, water and oil.
5. The use of a primer before the application of PVC
cement is recommended.
6. Apply primer to both joining surfaces.
7. Immediately apply a smooth coat of cement to the
joining surfaces.
8. Immediately insert the pipe or spigot end into the full
depth of the fitting or socket.
9. Turn pipe '/8 to '/4 turn in the socket to insure an even
spread of cement.
10. Hold firmly in position for a minimum of 30 seconds to
keep the pipe from backing out of the fitting or bell.
11. Allow newly assembled joints to carefully set before
installation or backfilling:
12. • 30 minutes @ 60-100°F • 1 hour @ 40-60°F
• 2 hours @ 20-40°F • 4 hours @ 1-20°F
13. It requires approximately 24 hours for the solvent
cement joints to thoroughly cure. The system should
not be put under working or test pressure until 24
hours has elapsed.
* Solvent cements should be stored in a cool place except
when actually in use. These cements have a limited shelf
life and inventories must be constantly rotated.

Description
Gold Bond° BRAND Fire -Shield° Gypsum Board consists of a fire-
resistant gypsum core with a heavy, natural finish and 100-percent
recycled paper on the face and back sides. The face paper folds
around the long edges to reinforce and protect the core, and the
ends are cut square and finished smooth.
Use it for interior, fire -rated wall and ceiling applications. A specially
formulated Type C core is also available where required.
For speed of installation, GriclMaff° guide marks are printed on the
paper surface.
Finishing: Long edges of the boards are tapered or square. Tapered
edges allow joints to be reinforced with ProForm® BRAND Joint Tape
and concealed with ProForm® BRAND Ready Mix Joint Compounds or
ProForm® BRAND Quick SetT"' Setting Compounds.
Basic Uses
APPLICATIONS
Use 1/2 in. (12.7 mm) Type C and 5/8 in. (15.9 mm) Fire -Shield°
Gypsum Boards on walls and ceilings in fire -rated construction
where the framing members are spaced up to 24 in. (610 mm) o.c.
ADVANTAGES
Approved component in specific UL-rated designs.
Lightweight and cost-efficient material that is compatible with
a wide range of decorative finishes.
Cuts easily for quick installation, permitting painting or other
decoration and the installation of metal or wood trim almost
immediately.
Fire-resistant material with a gypsum core that will not support
combustion or transmit temperatures greatly in excess of
212°F (100°C) until completely calcined, a slow process.
Dimensionally stable under changes in temperature and
relative humidity and resists warping, rippling, buckling and
sagging.
5/8 in. Fire -Shield products provide 1-hour fire ratings with
fewer fasteners using MaX 12, the 12 in. o.c. optimized
fastener pattern for perimeter and field in UL designs U420,
U465, V417, V438, V450, V482, V483, V486, V488, W417,
W421, and W444. Save time, money and installation costs
with Max 12. Visit MaX12.com for more information.
Features the GriclMarX® preprinted fastening guide on the
board to allow for faster and more accurate installation.
Achieves GREENGUARD and GREENGUARD Gold Certification.
GREENGUARD Certified products are certified to GREENGUARD
standards for low chemical emissions into indoor air during
product usage. For more information, visit: ul.com/gg.
Qualifies as a low-VOC emitting material by meeting
California Specification 01350. For more information, visit:
http://www.caIrecycle.ca.gov/greenbuilding/specs/
section01350/.
Installation Recommendations
GENERAL
Install gypsum board in accordance with methods described in
ASTM C840 and GA-216.
Examine and inspect framing materials to which gypsum board
is to be applied. Remedy all defects prior to installation of the
gypsum board.
GriclMarX provides quick identification and uniform nail/screw
patterns. Use GriclMarX to make accurate cuts without drawing
lines. GridMarX guide marks run the length of the board at five
points in 4 in. (102 mm) increments. Marks run along the edge
in both tapers and at 16 in. (406 mm), 24 in. (610 mm) and 32
in. (813 mm) in the field of the board. The marks cover easily
with no bleed -through using standard paint products.
Apply gypsum board first to ceilings at right angles to framing
members, then to walls. Use boards of maximum practical
length so that the minimum number of end joints occur. Bring
board edges into contact with each other but do not force into
place.
Install batt or blanket ceiling insulation BEFORE the gypsum
board on ceilings when installing a vapor retarder behind
the gypsum board. Install the insulation IMMEDIATELY after
the gypsum board when using loose fill insulation. Avoid
installation practices that might allow condensation to form
behind boards.
Cut gypsum board to allow for a minimum 1/4 in. (6.4 mm)
gap between gypsum board and floor to prevent potential
wicking.
Locate gypsum board joints at openings so that no joint will
occur within 12 in. (305 mm) of the edges of the opening
unless installing control joints at these locations. Stagger
vertical end joints. Joints on opposite sides of a partition
should not occur on the same stud.
Hold gypsum board in firm contact with the framing member
while driving fasteners. Fastening should proceed from center
portion of the board toward the edges and ends. Set fasteners
with heads slightly below the surface of the board. Take care
to avoid breaking the face paper of the gypsum board. Remove
improperly driven nails or screws.
(Installation Recommendations continued on page 3)
Job Name:
Contractor:
Date:
Submittal Approvals: (Stamps or Signatures)

TECHNICAL DATA
PHYSICAL PROPERTIES
1/2" Fire -Shield C
- gypsum Board
5/8" Fire -Shield
Gypsum Board
5/8 Fire -Shield C
Gypsum Board
Thicknessl, Nominal 1/2" (12.7 mm)
5/8" (15.9 mm)
5/8" (15.9 mm)
Widthl, Nominal 4' (1,219 mm)
4' (1,219 mm), 54" (1,372 mm)
4' (1,219 mm), 54" (1,372 mm)
Lengthl,4, Standard 8' - 12' (2,438 mm - 3,658 mm)
8' - 12' (2,438 mm - 3,658 mm)
8' - 12' 2,438 mm - 3,658 mm)
Weight, Nominal 1.9 lbs./sq. ft. (9.28 k/mz)
2.2 lbs./sq. ft. (10.74 k/mz)
2.3 lbs./sq. ft. (11.23 k/mz)
Edgesl Square or Tapered
Square or Tapered
Square or Tapered
Flexural Strengthl, Perpendicular >_ 107 Ibf. (476 N)
>_ 147 Ibf. (654 N)
>_ 147 Ibf. (654 N)
Flexural Strengthl, Parallel >_ 36 Ibf. (160 N)
>_ 46 Ibf. (205 N)
>_ 46 Ibf. (205 N)
Humidified Defiectionl <_ 10/8" (31.8 mm)
<_ 5/8" (15.9 mm)
<_ 5/8" (15.9 mm)
Nail Pull Resistancel >_ 77 Ibf. (343 N)
>_ 87 Ibf. (387 N)
>_ 87 Ibf. (387 N)
Hardnessl - Core, Edges and Ends >- 11 Ibf. (49 N)
> 11 Ibf. (49 N)
>- 11 Ibf. (49 N)
Bending Radius 10' (3,048 mm)
15' (4,572 mm)
15' (4,572 mm)
Thermal Resistances R = .45
Product Standard Compliance ASTM C 1396
R = .56
ASTM C 1396
R = .56
ASTM C 1396
Fire -Resistance Characteristics
Core Type Type C
Type X
Type C
UL Type Designation FSW-C
FSW
FSW-C
Combustibility2 Non-combustible Core
Non-combustible Core
Non-combustible Core
Surface Burning Characteristics3 Class A
Class A
Class A
Flame Spread3 15
Smoke Development3 0
15
0
15
0
Applicable Standards and References
ASTM C473 Standard Test Methods for Physical Testing of Gypsum Panel Products
ASTM C518 Standard Test Method for Steady -State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus
ASTM C840 Standard Specification for Application and Finishing of Gypsum Board
ASTM C1396 Standard Specification for Gypsum Board
ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials
ASTM E136 Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C
Gypsum Association, GA-214, Recommended Levels of Finish for Gypsum Board, Glass Mat and Fiber -Reinforced Gypsum Panels
Gypsum Association, GA-216, Application and Finishing of Gypsum Panel Products
Gypsum Association, GA-238, Guidelines for Prevention of Mold Growth on Gypsum Board
National Gypsum Company, NGC Construction Guide
1. Specified values per ASTM C1396, tested in accordance with ASTM C473.
2. Tested in accordance with ASTM E136.
3. Tested in accordance with ASTM E84.
4. Please consult your local sales representative for all non-standard lengths and
widths. Minimum order requirements may apply.
5. Tested in accordance with ASTM C518.
I

(Installation Recommendations continued from page 1)
Provide minimum 1/4 in. (6.4 mm) clearance between boards
and adjacent concrete or masonry to minimize wicking of
moisture.
Maintain a room temperature of not less than 40°F (4°C)
during application of gypsum board.
Maintain a room temperature of not less than 50OF (10°C)
when using adhesive to attach the gypsum board and during
joint treatment, texturing and decoration, beginning 48 hours
prior to application and continuously thereafter until completely
dry. Maintain adequate ventilation in the working area during
installation and curing period.
FINISHING
Refer to GA-214, Recommended Levels of Finish for Gypsum Board,
Glass Mat and Fiber -Reinforced Gypsum Panels, to determine the
level of finishing needed to assure a surface properly prepared to
accept the desired decoration.
DECORATION
Ensure gypsum board surfaces, including finished joints, are clean,
dust -free and gloss -free to achieve best painting results. Apply a
coat of quality drywall primer to equalize the porosities between
surface paper and joint compound, improving fastener and joint
concealment.
Selection of a paint to provide desired finish characteristics is the
responsibility of the architect or contractor.
C�T:7i � I.1_1 � 4 ��: � � � ► C�1_17 �_��
Wall and ceiling areas abutting window mullions or skylights, long
hallways, and atriums with large surface areas washed with artificial
or natural lighting are a few examples of critical lighting areas.
Strong side lighting from windows or surface -mounted light fixtures
may reveal minor surface imperfections. Light striking the surface
obliquely, at a slight angle, exaggerates surface irregularities. If you
cannot avoid critical lighting, minimize the effects by skim coating
the gypsum board surfaces, by decorating the surface with medium
to heavy textures, or by the use of draperies and blinds, which
soften shadows. In general, paints with sheen levels other than
flat, enamel paints and dark -toned paint finishes highlight surface
defects; consider the use of textures to hide these minor visual
imperfections.
Limitations
Avoid exposure to excessive or continuous moisture and
extreme temperatures. Do not expose gypsum board to
temperatures exceeding 125°F (52°C) for extended periods of
time.
Properly ventilate or condition attic spaces to remove moisture
buildup above gypsum board ceilings. If required, install a
vapor retarder in exterior ceilings behind gypsum board.
Avoid installing gypsum board directly over insulation blankets
with facer flanges placed continuously across the face of
the framing members; recess insulation blankets and attach
flanges to the sides of framing.
Isolate gypsum board from contact with building structure in
locations where structural movement may impose direct loads
on gypsum board assemblies.
Provide control joints spaced not more than 30 ft. (9,144 mm)
where employing long continuous runs of walls, partitions or
ceilings without perimeter relief.
Avoid gypsum board joints within 12 in. (305 mm) of the
corners of window or door frames unless installing control
joints at these locations.
Space supporting framing for single -layer application of 1/2 in.
(12.7 mm) and 5/8 in. (15.9 mm) gypsum board a maximum
of 24 in. (610 mm) o.c.
To prevent objectionable sag in gypsum board ceilings, the
weight of overlaid, unsupported insulation should not exceed
the following recommendations:
CEILING -SUPPORTED
INSULATION
Type
Type X
Type C
Type C
Thickness, Nominal
5/8"
(15.9 mm)
1/2"
(12.7 mm)
5/8"
(15.9 mm)
Framing Spacing
24" o.c.
(610 mm)
24" o.c.
(610 mm)
24" o.c.
(610 mm)
Thickness, Nominal
2.2 psf
1(10 . 7 kg/mz)
1.3 psf
(6.3 kg/mz)
2.2 psf
(10.7 kg/mz)

For More Information
ARCHITECTURAL SPECIFICATIONS
National Gypsum Company's CSI MasterFormat® 3-part guide
specifications are downloadable as editable Microsoft® Word
documents at: nationalgypsum.com.
LATEST INFORMATION AND UPDATES
For the latest technical information and updates, call NGC
Construction Services: 1-800-NATIONAL (628-4662) or visit our
website: nationaigypsum.com.
Gold0
Band
-BRAND
Gypsum Board
Nationa/i
Gypsum®
2001 Rexford Road
Charlotte, NC 28211
[phone]
NationalGypsum.com
AskForPurple.com 111098 Rev. 11/18

ProForm® BRAND All Purpose Joint Compound is a pre -mixed vinyl
base compound that may be used directly from the container.
APPLICATIONS
All Purpose Joint Compound is designed to be used for taping.
finishing joints and cornerbead, spotting fasteners, skimming and
textures, and repairing cracks in gypsum walls.
/11 D]%1 011 VGTcI 4-1
Applies easily and provides excellent bond.
Stays strong — highly durable surface.
Lessens pocking and pinholing.
Works great for all phases of finishing.
To ensure the best results, use only National Gypsum products
together in your construction systems. We do not recommend
mixing our products with other brands. All National Gypsum joint
compounds are formulated without asbestos and therefore comply
with Consumer Product Safety Standards.
GENERAL
Install Ready Mix Joint Compound according to the methods
described in "Applicable Standards And References" and as
indicated in this section. Lightly mix before using and before adding
water. (Add water carefully to thin to desired consistency.) Mix with
a potato -masher -type tool or with a low -speed drill.
Use directly from the container for treating fasteners and
cornerbeads or for taping and finishing joints. Apply a uniformly
thin layer of joint compound over the joint approximately 4 in.
(102 mm) wide. Then center the tape over the joint and embed
into the compound, leaving sufficient joint compound under the
tape to provide a proper bond. Cover the tape with a thin coat of
compound to minimize wrinkling or curling.
Reinforce ceiling, wall angles and inside corner angles with the tape
folded to conform to the angle and embedded into the compound.
Once the compound is thoroughly dry (approximately 24 hours),
cover the joint tape with a coat of all-purpose joint compound or
topping compound spread approximately 3 in. (76.2 mm) on each
side and feathered out at the edges. After this coat is thoroughly
dry, apply another coat of all-purpose joint compound or topping
compound with a slight, uniform crown over the joint. This coat
should be smooth and the edges feathered approximately 3 in.
(76.2 mm) beyond the preceding coat. Coat all inside corners with
at least two coats of compound with the edges feathered out.
Apply three coats of compound to all nail or screw head dimples.
Apply these coats as applying each coat to the joints. Conceal
flanges of gypsum board cornerbead by at least two coats of
compound. The first coat should be all-purpose compound. The
second coat can be all-purpose or topping compound feathered out
approximately 9 in. (229 mm) on both sides of the exposed metal
nose.
PROFORM PROFOR ��eFnry -BRAND
Professional Formula
Profess/ona/Formula
.. • i
NV
MN�n✓olnrco Pound-gJointCompound
my
...�....,,.�..8,.v GYPsam<
In cold weather (outside temperature below 50OF or 100C),
maintain temperatures within the building at a minimum of 50OF
(100C), day and night, during joint finishing. Provide adequate
ventilation to eliminate excess moisture. Wet or damp conditions
will slow the drying process. Subsequently, 24 hours drying time
between coats may not be sufficient. Adequate drying time is
essential to prevent unwanted conditions, such as cracks, from
delayed shrinkage.
DECORATION
Before applying paint, wall covering or other decorating materials,
all areas must be thoroughly dry and dust free and treated with a
coat of good -quality, high solids, flat latex primer.
Selection of a paint to provide desired finish characteristics is the
responsibility of the architect or contractor.
Refer to the Gypsum Association, GA-214, Recommended
Specification for Levels of Gypsum Board Finish, to determine the
level of finishing needed to assure a surface properly prepared to
accept the desired decoration.
(Continued on page 3)
Job Name:
Contractor:
Date:
Submittal Approvals: (Stamps or Signatures)

TECHNICAL DATA
Packaging
Approximate Drying Times
Temperature
Pails: 61.7 lbs. (28 kg)
12 lbs./1 gal. (5.4 kg)
Cartons: 47 lbs. (21.3 kg)
48 lbs. (21.8 kg)
50 lbs. (22.7 kg)
61.7 lbs. (28 kg)
Relative Humidity
320
400
0%
38/1-1
28/H
19/H
13/H
9/H
6/H
3/H
20%
2/113
34/H
23/H
16/H
11/H
8/H
4/H
40%
2.5/D
44/H
29/H
20/H
14/H
10/H
5/H
50%
3/11)
2/11)
36/H
24/H
17/H
12/H
6/H
60%
3.5/D
2.5/D
42/H
29/H
20/H
13.5/H
8/H
70%
4.5/D
3.5/113
2.25/D
38'H
26/H
19.5/H
10/H
80%
7/113
4.5/D
3.25/D
2.25/D
38/H
27/H
14/H
90%
13/113
9/11)
6/11)
4.5/D
3/D
49/H
26/H
98%
53/D
37/D
26/D
18/1)
12/13
9/D
5/D
NOTE: D = Days (24-hour period) H = Hours
The chart above is a helpful guide in determining the approximate drying times for joint compounds
under a variety of humidity/temperature
conditions.
Shaded area is below the minimum application temperature requirement of 50°F (10*Q and is not recommended for the application of joint compound.
ESTIMATING
IW-G,'Ypsum
Sq. Ft. Of Wall/Ceiling
AND
COVERAGEMATERIALS
4'x8'
Board Size
4'X10'
4'x12'
ProForm All Purpose
Joint Tape/
Ft.
Nails/Ct.
100
200
300
4
7
10
3
5
8
3
5
7
12-14 lbs. /1.0 gal.
25-28 lbs. / 1.8 gal
37-42 lbs. / 2.7 gal.
35
70
105
168
294
420
400
13
10
9
49-56 lbs. / 3.6 gal.
140
546
500
16
13
11
62-70 lbs. / 4.5 gal.
175
672
600
19
15
13
73-84 lbs. /5.4 gal.
210
798
700
22
18
15
86-98 lbs. / 6.3 gal.
245
924
800
25
20
17
98-112 lbs. / 7.2 gal.
280
1,050
900
29
23
19
110-126 lbs. / 8.1 gal.
315
1,218
1,000
32
25
21
123-140 lbs. / 9.0 gal.
350
1,344
1,100
35
28
23
135-154 lbs. / 9.9 gal.
385
1,470
1,200
38
30
25
148-168 lbs. / 10.8 gal.
420
1,596
1,300
41
33
28
160-182 lbs. / 11.7 gal.
455
1,722
1,400
44
35
30
172-196 lbs. / 12.6 gal.
490
1,848
1,500
47
38
32
184-210 lbs. / 13.5 gal.
525
1,974
APPLICABLE REFERENCES AND STANDARDS
ASTM C475
Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board
ASTM C840
Standard Specification for Application and Finishing of Gypsum Board
ASTM E119
Standard Test Methods for Fire Tests orf Building Construction and Materials
Gypsum Association, GA-214
Recommended Levels of Gypsum Board Finish
Gypsum Association, GA-216
Application and Finishing of Gypsum Panel Products
National Gypsum Company
NGC Construction Guide
National Gypsum Company
ProFormO BRAND Interior Finishing Products Construction Guide
2

(Continued fron page 1)
SUSTAINABLE DESIGN
Achieves GREENGUARD Certification. GREENGUARD Certified
products are certified to GREENGUARD standards for low
chemical emissions into indoor air during product usage. For
more information, visit:
Qualifies as a low-VOC emitting material by meeting California
Specification 01350. For more information, visit:
STORAGE
Shelf life up to 9 months under good storage conditions (see
production code date).
Maintain temperature at a minimum 50OF (10°C) and protect
container from exposure to extreme heat and sunlight to
prevent spoilage and freezing.
FROZEN READY MIX
Allow material to thaw at room temperature for at least 24
hours.
Once thawed, turn the container upside-down for at least 15
minutes.
Turn pail right side up, remove lid and immediately remix with
an electric drill.
Ready mix should be lump free and ready to use within
1 minute.
Discard all ready mix that does not remix to a lump -free
consistency.
STACKING
Do not stack ready mix pails or cartons more than two pallets
in height.
GENERAL
Do not overthin ready mix.
Do not overmix with an electric drill. This can cause
undesirable changes in viscosity and in the finished surface
appearance.
ENVIRONMENTAL CONDITIONS
Varying weather conditions can impact both the quality and
appearance of taped gypsum board joints. Relative humidity, plus
temperature, will affect the working characteristics of all joint
compounds.
Minimize the potential for finishing and decorating problems when
temperature, humidity and airflow remain constant and as close
to occupancy environmental conditions as possible. Continuously
maintain a minimum temperature of 50OF (100C)for 48 hours prior
to and throughout the finishing process until applied materials are
thoroughly dry.
For example, cool, wet weather will slow down the drying process
while hot, dry weather hastens the drying process. Exposure
to winds, breezes or drafts while drying can also affect the
performance of joint compounds. Typical problems from improper
drying can be cracking, excessive shrinkage, ridging and beading,
banding or bond failure. A further explanation of these conditions
is outlined in the "Problems And Solutions" section of the ProForm®
BRAND Interior Finishing Products Construction Guide.
Always take proper precautions at the jobsite to minimize the
adverse effects of weather on drying. These precautions will
ultimately reduce the application time and expense from callbacks
and rework.
PLANNING AND PREVENTION:
MOLD AND MILDEW RESISTANCE
Planning and prevention is the most effective way to avert the
growth of mold or mildew. Deliver gypsum board and finishing
products to a jobsite as near to the time they will be used as
possible. Once delivered to a jobsite, place gypsum board under
cover immediately and properly protect it. Do not expose it to
outside elements, such as rain, snow or other high moisture
conditions. If building materials get wet from any moisture source,
identify and correct that source. If mold or mildew growth occurs,
or if you suspect it might occur due to environmental conditions
and moisture, either attempt to dry and clean the affected areas
or replace the affected materials. If you do not have the training
or experience to recognize and to make the proper decisions about
repair or removal, consult a professional. A proper evaluation must
be made.
No material can be considered "mold -proof;' nor is it certain that
any material will resist mold or mildew indefinitely. When used in
conjunction with good design, handling and construction practices,
XP® Ready Mix with Dust -Tech® can provide increased mold
resistance versus standard ready mix compounds. As with any
building material, avoid water exposure during handling, storage,
installation and after installation is complete. This is the best way to
avoid the formation of mold or mildew.
ARCHITECTURAL SPECIFICATIONS
National Gypsum Company's CSI Master Format® 3-part guide
specifications are downloadable as editable Microsoft® Word
documents at:
LATEST INFORMATION AND UPDATES
For the latest technical information and updates, call NGC
Construction Services: 1-800-NATIONAL (628-4662) or visit
our website:

PROFORM 0
Interior Finishing Products
Nationa/i
Gypsum®
2001 Rexford Road
Charlotte, NC 28211
[phone]
NationalGypsum.com
AskForPurple.com
110778 Rev.02/19

ISVILATEK 0
DESCRIPTION
CAFCO BLAZE -SHIELD II is an inorganic, Portland cement based
Spray -Applied Fire Resistive Material (SFRM) designed to provide fire
protection for structural steel and concrete in commercial construction.
CAFCO BLAZE -SHIELD II is an excellent choice for concealed
environments and can be applied directly to decks, steel beams, columns
or concrete surfaces. Tested and classified by UL as "investigated for
exterior use", CAFCO BLAZE -SHIELD II can be left exposed to weather
conditions during the construction cycle.
In addition to fire resistance, CAFCO BLAZE -SHIELD II also provides
thermal and acoustical benefits. As a thermal insulator, it is effective in
reducing heat loss, particularly when applied to the underside of a roof
deck. The R-value added by CAFCO BLAZE -SHIELD II may also allow
a reduction in roof insulation. As an efficient sound absorbing material,
it adds value to the fire protection application in areas where high noise
levels are anticipated.
With it's high recycled content, no pre -mixing, and reduced labor costs to
install, CAFCO BLAZE -SHIELD II continues to be the most cost effective
SFRM in the world.
PRODUCT ADVANTAGES
• UL "Investigated for exterior use"
• Inorganic Portland cement based formulation
• Highest recycled content for commercial SFRMs (67% pre -consumer)
• Easy application and fast clean up
Thermal Performance
Product I Conductivity(k)* Resistance (R/inch)
BLAZE -SHIELD II 0.30 BTU in/hr ftz °F @ 75°F 3.33
(0.043 W/mK @ 24°C)
*When tested in accordance with ASTM C518
CAFCO° BLAZE -SHIELD° II
Spray -Applied Fireproofing
FIRE TEST PERFORMANCE
CAFCO BLAZE -SHIELD II has been extensively tested for fire
resistance and is rated for up to 4 hours for floor assemblies, beams,
joists, columns, roof assemblies and walls and partitions.
• Classified by UL in accordance with ANSI/UL 263 (ASTM E119)
• Classified by UL in accordance with CAN/ULC-S101 (ASTM E119)
CAFCO BLAZE -SHIELD II has also been tested for surface burning
characteristics in accordance with ASTM E84 and is rated Class A.
Flame Spread ...................... 0
Smoke Developed ............... 0
CODE COMPLIANCES
CAFCO BLAZE -SHIELD II satisfies the requirements of the following:
• IBC° - INTERNATIONAL BUILDING CODE®
• City of Los Angeles (LADBS, Category 1 Material)
• NBC - National Building Code of Canada
• ICC-ES, AC23 and AC10 Requirements (UL ER13348-01)
MAJOR SPECIFICATIONS
CAFCO BLAZE -SHIELD II complies with the requirements of the following
specifications:
• MasterSpw, Section 078100APPLIED FIREPROOFING (AIA)
• MasterFormat 2014, Section 07 8100 Applied Fireproofing (CSC,CSI)
• Unified Facilities Guide Specification, UFGS 07 8100
Spray -Applied Fireproofing (USACE, NAVFAC, AFCEC, NASA)
• Master Construction Specifications, Number 07 8010
Applied Fireproofing (VA)
• Code of Federal Regulations, Title 40 Protection of the Environment (EPA)
• PBS-P100 Facilities Standards for the Public Buildings Services (GSA)
Acoustical Performance
Product
Thickness
Base
NRC Rating*
BLAZE -SHIELD II
1/2 inch (13 mm)
Deck & Beam
0.75
BLAZE -SHIELD II
1 inch (25 mm)
Solid
0.75
*When tested in accordance with ASTM C423
Physical Performance
Characteristic
ASTM Method
Industry Standard Performance*
Laboratory Tested Performance —
Density
E605
15 pcf (240 kg/m3)
16 pcf (256 kg/m3)
Combustibility
E136
Noncombustible
Noncombustible
Cohesion/Adhesion
E736
150 psf (7.2 kPa)
375 psf (18.0 kPa)
Deflection
E759
No Cracks or Delaminations
No Cracks or Delaminations
Bond Impact
E760
No Cracks or Delaminations
No Cracks or Delaminations
Compressive Strength
E761
1,440 psf (68.9 kPa)
2,380 psf (114 kPa)
Air Erosion Resistance
E859
Less than 0.025 g/ft2 (0.27 g/m2)
0.000 g/ft2 (0.000 g/m2)
Corrosion Resistance
E937
Does Not Promote Corrosion of Steel
Does Not Promote Corrosion of Steel
Fungal Resistance
G21
No Growth After 28 Days
Passed
Standard performance based on MasterSpe&, Section 078100 APPLIED FIREPROOFING. Refer to UL design for density requirement.
** Values represent independent laboratory tests under controlled conditions.
Technical Data Sheet
a
Brand

CAFCO BLAZE -SHIELD II Guide Specification
SECTION 078100-APPLIED FIREPROOFING
The following is an outline/short language specification.
Complete specifications for Spray -Applied Fire Resistive
Materials are available on various media upon request.
PART 1-GENERAL
1.1 Work included
1.1.1
1.1.2
1.2
1.2.1
1.2.2
1.3
1.3.1
1.3.2
1.3.3
1.3.4
1.3.5
1.4
1.4.1
Provide all labor, materials, equipment and
services necessary for, and incidental to, the
complete and proper installation of all sprayed
fire protection and related work as shown on
the drawings or where specified herein, and in
accordance with all applicable requirements of the
Contract Documents.
The material and installation shall conform to
the applicable building code requirements of all
authorities having jurisdiction.
Quality Assurance
Work shall be performed by a firm with expertise
in the installation of fire protection or similar
materials. This firm shall be recognized or
otherwise approved by the spray -applied fire
resistive material manufacturer.
Before proceeding with the fire protection work,
approval of the proposed material thicknesses and
densities shall be obtained from the architect and
other applicable authorities having jurisdiction.
Related Sections
SECTION 051200- STRUCTURAL STEEL
FRAMING
SECTION 053100-STEEL DECKING
SECTION 072100- THERMAL INSULATION
SECTION 078123 - INTUMESCENT
FIREPROOFING
SECTION 078443 - JOINT FIRESTOPPING
References
A. ASTM E84 - Surface Burning Characteristics of
Building Materials.
B. ASTM E119 - Fire Tests of Building Construction
and Materials.
C. ASTM E136 - (Noncombustibility) Behavior of
Materials in a Vertical Tube Furnace at 750°C.
D. ASTM E605 - Thickness and Density of Sprayed
Fire -Resistive Materials Applied to Structural
Members.
E. ASTM E736 - Cohesion/Adhesion of Sprayed
Fire -Resistive Materials Applied to Structural
Members.
F. ASTM E759- Effect of Deflection of Sprayed Fire -
Resistive Materials Applied to Structural Members.
G. ASTM E760 - Effect of Impact on Bonding of
Sprayed Fire -Resistive Materials Applied to
Structural Members.
H. ASTM E761 - Compressive Strength of Sprayed
Fire -Resistive Materials Applied to Structural
Members.
I. ASTM E859 - Air Erosion of Sprayed Fire -
Resistive Materials Applied to Structural Members.
J. ASTM E937 - Corrosion of Steel by Sprayed Fire -
Resistive Materials Applied to Structural Members.
K. CAN / ULC-S1 01 - Standard Methods of Fire Tests
of Building Construction and Materials.
L. CAN / ULC-S1 02 - Steiner Tunnel Test.
M. CAN4-S114 Standard Test Method for
Determination of Noncombustibility in Building
Materials.
Underwriters Laboratories (UL) Fire Resistance
Directory.
1.4.2
Underwriters Laboratories of Canada (ULC) List of
Equipment and Materials.
1.4.3
IBC® INTERNATIONAL BUILDING CODE -
CHAPTER 17 STRUCTURAL TESTS AND SPECIAL
INSPECTIONS, Section 1704 Special Inspections.
1.4.4
AWCI Publication: Technical Manual 12-A
Standard Practice for the Testing and Inspection
of Field Applied Sprayed Fire -Resistive Materials;
an Annotated Guide.
1.5
Submittals
1.5.1
Manufacturer's Data: Submit Manufacturer's
specification, including certification as may
be required to show material compliance with
Contract Documents.
1.5.2
Test Data: Independent laboratory test results shall
be submitted for all specified performance criteria.
1.6
Delivery, Storage and Handling
1.6.1
Deliver materials to the project in manufacturer's
unopened packages, fully identified as to trade
name, type and other identifying data. Packaging
shall bear the UL labels for fire hazard and fire -
resistance classifications.
1.6.2
Store materials above ground, in a dry location,
protected from the weather. Damaged packages
found unsuitable for use should be rejected and
removed from the project.
1.7
Project Conditions
1.7.1
When the prevailing outdoor temperature at the
building is less than 40° F (4°C), a minimum substrate
and ambient temperature of 40' F (4°C) shall be
maintained prior to, during, and a minimum of 24
hours after application of spray -applied fire resistive
material. If necessary for job progress, General
Contractor shall provide enclosures and heat to
maintain proper temperatures and humidity levels.
1.7.2
General Contractor shall provide ventilation to
allow proper drying of the sprayed fire protection
during and subsequent to its application.
1.7.2.1
Ventilation must not be less than 4 complete air
exchanges per hour until the material is dry. When
spraying in enclosed areas such as basements,
stairwells, shafts, and small rooms, additional air
exchanges may be necessary.
1.8
Sequencing/Scheduling
1.8.1
All fire protection workon afloorshall be completed
before proceeding to the next floor.
1.8.2
The Contractor shall cooperate in the coordination
and scheduling of fire protection work to avoid
delays in job progress.
PART 2-PRODUCTS
2.1
Acceptable Manufacturers
2.1.1
The spray -applied fire resistive material shall be
manufactured under the CAFCO® brand name, by
authorized producers.
2.2
Materials
2.2.1
Materials shall be CAFCO BLAZE -SHIELD II, (UL/
ULC designation: Type II) applied to conform to the
drawings, specifications and following test criteria:
2.2.1.1
Deflection: When tested in accordance with ASTM
E759, the material shall not crack or delaminate
when the non -concrete topped galvanized deck
to which it is applied is subjected to a one time
vertical centerload resulting in a downward
deflection of 1/1201h of the span.
2.2.1.2
Bond Impact: When tested in accordance with
ASTM E760, the material shall not crack or
delaminate from the concrete topped galvanized
deck to which it is applied.
2.2.1.3 Cohesion/Adhesion (bond strength): When tested
in accordance with ASTM E736, the material
applied over uncoated or galvanized steel shall
have an average bond strength of 150 psf (7.2 kPa)
2.2.1.4 Air Erosion: When tested in accordance with ASTM
E859, the material shall not be subject to losses
from the finished application greater than 0.025
grams per sq. ft. (0.27 grams per square meter).
2.2.1.5 Compressive Strength: When tested in accordance
with ASTM E761, the material shall not deform
more than 10 percent when subjected to a crushing
force of 1,440 pat (68.9 kPa) .
2.2.1.6 Corrosion Resistance: When tested in accordance
with ASTM E937, the material shall not promote
corrosion of steel.
2.2.1.7 Noncombustibility: When tested in accordance
with ASTM E136 or CAN4-S114, the material shall
be noncombustible.
2.2.1.8 Surface Burning Characteristics: When tested in
accordance with ASTM E84 or CAN/ULC-5102,
the material shall exhibit the following surface
burning characteristics:
Flame Spread ............ 0
Smoke Developed ..... 0
2.2.1.9 Density: When tested in accordance with ASTM
E605, the material shall meet the minimum
individual and average density values as listed in
the appropriate UL I ULC design or as required by
the authority having jurisdiction.
2.2.2 The material shall have been tested and classified
by Underwriters Laboratories (UL) or Underwriters
Laboratories of Canada (ULC) in accordance with
the procedures of UL 263(ASTM E119) or CAN/
ULC-S101.
2.2.3 Spray -applied fire resistive materials shall be
applied at the appropriate minimum thickness and
density to achieve the following ratings:
Floor assemblies hr.
Roof assemblies hr.
Beams hr.
Girders hr.
Columns _hr.
Joists hr.
2.2.4 Potable water shall be used for the application of
spray -applied fire resistive materials.
2.2.5 Spray -applied fire resistive materials shall contain
no detectable asbestos. Material manufacturer
shall provide certification of such upon request.
PART 3 - EXECUTION
3.1 Preparation
3.1.1 All surfaces to receive spray -applied fire resistive
material shall be free of oil, grease, loose mill scale,
dirt, paints/primers or other foreign materials which
would impair satisfactory bonding to the surface.
Manufacturer shall be contacted for procedures
on handling primed/painted steel. Any cleaning
of surfaces to receive sprayed fire protection shall
be the responsibility of the General Contractor or
Steel Erector, as outlined in the structural steel or
steel deck section.
3.1.2 Clips, hangers, supports, sleeves and other
attachments to the substrate are to be placed by
others prior to the application of spray -applied fire
resistive materials.
3.1.3 The installation of ducts, piping, conduit or other
suspended equipment shall not take place until the
application of spray -applied fire resistive materials
is complete in an area.
3.1.4 The spray -applied fire resistive material shall only
be applied to steel deck which has been fabricated
and erected in accordance with the criteria set by
the Steel Deck Institute.
3.1.5
When roof traffic is anticipated, as in the case of
periodic maintenance, roofing pavers shall be
installed as a walkway to distribute loads.
3.2
Application
3.2.1
Equipment, mixing and application shall be in
accordance with the manufacturer's written
application instructions.
3.2.2
The application of spray -applied fire resistive
material shall not commence until certification
has been received by the General Contractor
that surfaces to receive sprayed fire protection
have been inspected by the applicator and are
acceptable to receive spray -applied fire resistive
material.
3.2.3
All unsuitable substrates must be identified and
made known to the General Contractor and
corrected prior to application of the spray -applied
fire resistive material.
3.2.4
Spray -applied fire resistive material shall not be
applied to steel floor decks prior to the completion
of concrete work on that deck.
3.2.5
The application of spray -applied fire resistive
material to the underside of roof deck shall
not commence until the roofing is completely
installed and tight, all penthouses are complete,
all mechanical units have been placed, and after
construction roof traffic has ceased.
3.2.6
Proper temperature and ventilation shall be
maintained as specified in 1.7.1, 1.7.2. and 1.7.2.1.
3.2.7
Provide masking, drop cloths or other suitable
coverings to prevent overspray from coming in
contact with surfaces not intended to be sprayed.
3.2.8
CAFCO BOND -SEAL (Type EBS) adhesive shall
be applied as per the appropriate UL/ULC fire
resistance design and manufacturer's written
recommendations.
3.3
Repairing and Cleaning
3.3.1
All patching of and repair to spray -applied fire
resistive material, due to damage by other trades,
shall be performed under this section and paid for
by the trade responsible for the damage.
3.3.2
After the completion of the work in this section,
equipment shall be removed and all surfaces
not to be sprayed shall be cleaned to the extent
previously agreed to by the applicator and General
Contractor.
3.4
Inspection and Testing
3.4.1
The spray -applied fire resistive material shall be
tested for thickness and density in accordance
with one of the following procedures:
ASTM E605 - Standard Test Method of Sprayed
Fire -Resistive Materials Applied to Structural
Members.
AWCI Publication: Technical Manual 12-A
Standard Practice for the Testing and Inspection
of Field Applied Sprayed Fire -Resistive Materials;
an Annotated Guide.
IBC® INTERNATIONAL BUILDING CODE®
CHAPTER 17 STRUCTURAL TESTS AND
SPECIAL INSPECTIONS Section 1704 Special
Inspections.
Product Availability
Isolatek
International Spray -Applied Fire Resistive
Materials
are available to trained, recognized
applicators
around the world from strategically located
production and distribution points in the U.S., Canada,
Mexico,
Europe and the Pacific Basin.
bEp 0 C4rlo 6g0 B C4,,�o
% ISOLATEK INTERNATIONAL is registered with the •
s AIA Continuing Education System (AIA/CES) s
lydJ ` rid]
We support our customers with unsurpassed technical expertise and customer service, complemented by an extensive global network of experienced sales
representatives and recognized applicators. For detailed product information or for the name of the sales representative in your area please contact us.
The performance data herein reflect our expectations based on tests conducted in accordance with recognized standard methods under controlled conditions. The applicator,
general contractor, property owner and/or user MUST read, understand and follow the directions, specifications and/or recommendations set forth in Isolatek International's
publications concerning use and application of these products, and should not rely merely on the information contained in this Technical Data Sheet. Isolatek International is not
responsible for property damage, bodily injuries, consequential damages, or losses of any kind that arise from or are related to the applicator's general contractor's, or property
owner's failure to follow the recommendations set forth in Isolatek International's publications. The sale of these products shall be subject to the Terms and Conditions set forth
in the Company's invoices.
Isolatek International provides passive fireproofing materials under the CAFCO® and FENDOLITE® trademarks
throughout the Americas and under the ISOLATEK® trademark throughout the remainder of the world. rb
r`
800.631.9600 or 973.347.1200 o ISLATEK0 Brand www.isolatek.com I [e-mail] Brand F7
0

MAINLINE GHS SAFETY DATA SHEET
Date Revised: JAN 2018
MAINLINE® Transition Green Medium Bodied Low VOC Solvent Cement Supersedes: FEB 2016
SECTION I - PRODUCT AND COMPANY IDENTIFICATION
PRODUCT NAME: MAINLINE® Transition Green Medium Bodied Low VOC Solvent Cement
PRODUCT USE: Low VOC Transition Cement for PVC to ABS Transition Joint
DISTRIBUTOR: Hajoca Corporation
2001 Joshua Road
Lafayette Hill, PA 19444
Tel. [phone]
EMERGENCY: Transportation: CHEMTEL Tel. [phone] (International) Medical: CHEMTEL Tel. [phone] (International)
GHS CLASSIFICATION:
Health
Environmental
Physical
Acute Toxicity: Category 4
Acute Toxicity: None Known
Flammable Liquid Category 2
Skin Irritation: Category 3
Chronic Toxicity: None Known
Skin Sensitization: NO
Eye: Category 2
GHS LABEL: Signal Word: WHMIS CLASSIFICATION: CLASS B, DIVISION 2
O40�
a Danger CLASS D, DIVISION 2B
Hazard Statements Precautionary Statements
H225: Highly flammable liquid and vapor P210: Keep away from heat/sparks/open flamesthot surfaces — No smokinq
H319: Causes serious eve irritation P261: Avoid breathinq dust/fume/qas/mist/vapors/spray
H332: Harmful if inhaled P280: Wear protective qloves/protective clothinq/eye protection/face protection
H335: May cause respiratory irritation P304+P340: IF INHALED: Remove victim to fresh air and keep at rest in a position comfortable for breathing
H336: May cause drowsiness or dizziness P403+P233: Store in a well ventilated place. Keep container tiqhtiv closed
H351: Suspected of causing cancer P501: Dispose of contents/container in accordance with local requlation
CAS# EINECS# REACH CONCENTRATION
Pre -registration Number %by Weight
Tetrahydrofuran(THF) 109-99-9 203-726-8 05-2116297729-22-0000 22-49
Methyl Ethyl Ketone (MEK) 78-93-3 201-159-0 05-2116297728-24-0000 6 - 24
Cyclohexanone 108-94-1 203-631-1 05-2116297718-25-0000 4-25
All of the constituents of this adhesive product are listed on the TSCA inventory of chemical substances maintained by the US EPA, or are exempt from that listing.
* Indicates this chemical is subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right -to -Know Act of 1986 (40CFR372).
# indicates that this chemical is found on Proposition 65's List of chemicals known to the State of California to cause cancer or reproductive toxicity.
Contact with eyes:
Flush eyes immediately with plenty of water for 15 minutes and seek medical advice immediately.
Skin contact:
Remove contaminated clothing and shoes. Wash skin thoroughly with soap and water. If irritation develops, seek medical advice.
Inhalation:
Remove to fresh air. If breathing is stopped, give artificial respiration. If breathing is difficult, give oxygen. Seek medical advice.
Ingestion:
Rinse mouth with water. Give 1 or 2 glasses of water or milk to dilute. Do not induce vomiting. Seek medical advice immediately.
Likely Routes of Exposure:
Inhalation, Eye and Skin Contact
Acute symptoms and effects:
Inhalation:
Severe overexposure may result in nausea, dizziness, headache. Can cause drowsiness, irritation of eyes and nasal passages.
Eye Contact:
Vapors slightly uncomfortable. Overexposure may result in severe eye injury with corneal or conjunctival inflammation on contact with the liquid.
Skin Contact:
Liquid contact may remove natural skin oils resulting in skin irritation. Dermatitis may occur with prolonged contact.
Ingestion:
May cause nausea, vomiting, diarrhea and mental sluggishness.
Chronic (long-term) effects: Category 2 Carcinogen
Suitable Extinguishing Media: Dry chemical powder, carbon dioxide gas, foam, Halon, water fog. HMIS NFPA 0-Minimal
Unsuitable Extinguishing Media: Water spray or stream. Health 2 2 1-Slight
Exposure Hazards: Inhalation and dermal contact Flammability 3 3 2-Moderate
Combustion Products: Oxides of carbon, hydrogen chloride and smoke Reactivity 0 0 3-Serious
PPE B 4-Severe
Protection for Firefighters: Self-contained breathing apparatus or full -face positive pressure airline masks
SECTION 6 - ACCIDENTAL RELEASE MEASURES
Personal precautions: Keep away from heat, sparks and open flame.
Provide sufficient ventilation, use explosion -proof exhaust ventilation equipment or wear suitable respiratory protective equipment.
Prevent contact with skin or eyes (see section 8).
Environmental Precautions: Prevent product or liquids contaminated with product from entering sewers, drains, soil or open water course.
Methods for Cleaning up: Clean up with sand or other inert absorbent material. Transfer to a closable steel vessel.
Materials not to be used for clean up: Aluminum or plastic containers
SECTION 7 - HANDLING AND STORAGE
Handling: Avoid breathing of vapor, avoid contact with eyes, skin and clothing.
Keep away from ignition sources, use only electrically grounded handling equipment and ensure adequate ventilation/fume exhaust hoods.
Do not eat; drink or smoke while handling.
Storage: Store in ventilated room or shade below 27°C (80°F) and away from direct sunlight.
Keep away from ignition sources and incompatible materials: caustics, ammonia, inorganic acids, chlorinated compounds, strong oxidizers and isocyanates.
Follow all precautionary information on container label, product bulletins and solvent cementing literature.
SECTION 8 - PRECAUTIONS TO CONTROL EXPOSURE / PERSONAL PROTECTION
OSHA
CAUOSHA
CAUOSHA
EXPOSURE LIMITS:
Component
ACGIHTLV
ACGIHSTEL
OSHA PEL
OSHA STEL
PEL-Ceiling
PEL
Ceiling
CAUOSHA STEL
Tetrahydrofuran (THF)
50 ppm
100 ppm
200 ppm
N/E
N/E
200
250
N/E
Methyl Ethyl Ketone (MEK)
200 ppm
300 ppm
200 ppm
300 ppm
N/E
200 ppm
N/E
300 ppm
Cyclohexanone
20 ppm
50 ppm
50 ppm
N/E
N/E
25 ppm
N/E
N/E
Engineering Controls: Use local exhaust as needed.
Monitoring: Maintain breathing zone airborne concentrations below exposure limits.
Personal Protective Equipment (PPE):
Eye Protection: Avoid contact with eyes, wear splash -proof chemical goggles, face shield, safety glasses (spectacles) with brow guards and side shields,
etc. as may be appropriate for the exposure.
Skin Protection: Prevent contact with the skin as much as possible. Butyl rubber gloves should be used for frequent immersion.
Use of solvent -resistant gloves or solvent -resistant barrier cream should provide adequate protection when normal adhesive application
practices and procedures are used for making structural bonds.
Respiratory Protection: Prevent inhalation of the solvents. Use in a well -ventilated room. Open doors and/or windows to ensure airflow and air changes. Use local
exhaust ventilation to remove airborne contaminants from employee breathing zone and to keep contaminants below levels listed above.
With normal use, the Exposure Limit Value will not usually be reached. When limits approached, use respiratory protection equipment.
Filename: MAINLINE Transition Green Medium Bodied Low Voc Solvent Cement 1-18.As Page 1 of 2

71MUMAINLINE GHS SAFETY DATA SHEET
Date Revised: JAN 2018
MAINLINE@ Transition Green Medium Bodied Low VOC Solvent Cement Supersedes: FEB 2016
SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES
Appearance:
Green, medium syrupy liquid
Odor:
Ketone
Odor Threshold:
0.88 ppm (Cyclohexanone)
pH:
Not Applicable
Melting/Freezing Point:
-108°C (-162°F) Based on first melting component: THE
Boiling Range:
66-C (151-F) to 156-C (313-F)
Boiling Point:
67°C (151 °F) Based on first boiling component: THE
Evaporation Rate:
> 1.0 (BUAC = 1)
Flash Point:
-14°C (7°F) TCC based on THE
Flammability:
Category 2
Specific Gravity:
0.927 @23-C (73-F)
Flammability Limits:
LEL: 1.1 % based on Cyclohexanone
Solubility:
Solvent portion soluble in water. Resin portion separates out.
UEL: 11.8 % based on THE
Partition Coefficient n-octanollwater:
Not Available
Vapor Pressure:
129 mm Hg @ 20°C (68°F)based on THE
Auto -ignition Temperature:
321°C (609.8°F) based on THE
Vapor Density:
>2 (Air = 1)
Decomposition Temperature:
Not Applicable
Other Data: Viscosity:
Medium bodied
VOC Content:
When applied as directed, per SCAQMD Rule 1168, Test Method 316A,VOC content is: <510
g/I.
Stability: Stable
Hazardous decomposition products: None in normal use. When forced to burn, this product gives off oxides of carbon, hydrogen chloride and smoke.
Conditions to avoid: Keep away from heat, sparks, open flame and other ignition sources.
Incompatible Materials: Oxidizers, strong acids and bases, amines, ammonia
SECTION 11 - TOXICOLOGICAL INFORMATION
Toxicity: LDso LC5o Target Organs
Tetrahydrofuran (THF) Oral: 2842 mg/kg (rat) Inhalation 3 hrs. 21,000 mg/m3 (rat) STOT SE3
Methyl Ethyl Ketone (MEK) Oral: 2737 mg/kg (rat), Dermal: 6480 mg/kg (rabbit) Inhalation 8 hrs. 23,500 mg/m3 (rat) STOT SE3
Cyclohexanone Oral: 1535 mg/kg (rat), Dermal: 948 mg/kg (rabbit) Inhalation 4 hrs. 8,000 PPM (rat)
Reproductive Effects Teratogenicity Mutagenicity Embryotoxicity Sensitization to Product Synergistic Products
Not Established Not Established Not Established Not Established Not Established Not Established
SECTION 12 - ECOLOGICAL INFORMATION
Ecotoxicity: None Known
Mobility: In normal use, emission of volatile organic compounds (VOC's) to the air takes place. Typically at a rate of <510 g/I.
Degradability: Not readily biodegradable
Bioaccumulation: Minimal to none
Follow local and national regulations. Consult disposal expert.
SECTION 14 - TRANSPORT INFORMATION
DOT, IATA, ADR, IMO/IMDG SHIPPING INFORMATION
Proper Shipping Name: Adhesives
EXEMPTION: Case quantities in containers of less than one liter may
Hazard Class: 3
be shipped as LIMITED QUANTITY or CONSUMER COMMODITY, ORM-D
Secondary Risk: None
Identification Number: UN 1133
TDG INFORMATION
Packing Group: PG II
TOG CLASS: FLAMMABLE LIQUID 3
Label Required: Flammable Liquid
SHIPPING NAME: ADHESIVES (TETRAHYDROFURAN)
�UN
Marine Pollutant: NO
NUMBER/PACKING GROUP: 1133, PG II
SECTION 15 - REGULATORY INFORMATION
Precautionary Label Information: Highly Flammable, Irritant, Care. Cat. 2
Ingredient Listings: USA TSCA, Europe EINECS, Canada DSL, Australia
Symbols: F, Xn
AICS, Korea ECL/TCCL, Japan MITI (ENCS)
Risk Phrases: R11: Highly flammable.
R20: Harmful by inhalation.
R66: Repeated exposure may cause skin dryness or cracking
R36/37: Irritating to eyes and respiratory system.
R67: Vapors may cause drowsiness and dizziness
Safety Phrases: S9: Keep container in a well -ventilated place.
S26: In case of contact with eyes, rinse immediately with plenty of water and seek medical advice.
S16: Keep away from sources of ignition - No smoking.
S33: Take precautionary measures against static discharges.
S25: Avoid contact with eyes.
S46: If swallowed, seek medical advise immediately and show this container or label.
SECTION 16 - OTHER INFORMATION
Specification Information:
All ingredients are compliant with the requirements of the European
Department issuing data sheet: Safety Health & Environmental Affairs Directive on RoHS (Restriction of Hazardous Substances).
Training necessary: Yes, training in practices and procedures contained in product literature.
Reissue date / reason for reissue: 1/30/2018 / Updated GHS Standard Format
Intended Use of Product: Transition Cement for PVC to ABS Transition Joint
This product is intended for use by skilled individuals at their own risk. The information contained herein is based on data considered accurate based on current state of
knowledge and experience. However, no warranty is expressed or implied regarding the accuracy of this data or the results to be obtained from the use thereof.
Filename: MAINLINE Transition Green Medium Bodied Low Voc Solvent Cement 1-18.As Page 2 of 2

DESCRIPTION
SOPRASEAL LM 204 VP is a one -component, 98% solids content, liquid
permeable air barrier membrane used in wall construction. SOPRASEAL L
STPE technology that has excellent freeze -thaw characteristics and suped
low relative humidity and low temperatures. SOPRASEAL LM 204 VP doeE
requires less wet film to achieve dry film thickness. This moisture curable h
a non-fiammable vapor permeable air barrier, which provides moisture prot
wall claddings such as brick, siding, metal panels, EIFS and stucco. Utilizal
plane is required for stucco cladding.
STORAGE & HANDLING
Product must be stored indoors in a cool, dry environment. Store materials
At the jobsite protect the product from extreme heat and direct sunlight. S(
LM 204 VP has a shelf life of 2 years from the date of manufacture when pr
in the original packaging.
AI PLICATION
SOPRASEAL LM 204 VP can be applied down to 25'F (-4°C) without the u:
tional additives. The most effective application method utilizes spray equipn
3/4" (19mm) nap roller or a paint brush may be used. Once the application
plete, inspect the wall for any light areas, blisters, holes or areas that need
Please refer to SOPREMA specifications and installation instructions for ad(
application guidelines prior to use.
za t
SPRAY APPLIED BRUSH HOLLER
% 40—Z
SOPREMK
www.soprema.us
310 Quadral Drive, Wadsworth, Ohio 44281
Toll Free: [phone] 1 Tel: [phone]

SOPPASEALO
i M 204 VP
PHYSICAL
N
■ N
TY
Air permeance, cfm/ft2 (Us•ml
0 LP=1.57 psf (75 Pa)
0.00008 (0.0004)
— �—
ASTM E2178
Water resistance
Pass
AATCC 127
Fastener sealability
Pass
ASTM D1970
Pull adhesion, psi (kN/m2)
Adhesion to CMU
Adhesion to DensGlass
Adhesion to concrete
134 (924)
67 (462)
162 (1117)
ASTM D4541 (Method E)
Adhesion to plywood
177 (1220)
Crack bridging
No cracking, splitting, pinholes or any other condition in the
area of the joint
ASTM 01305
Moisture vapor permeance, perms (ng/s•m2•Pa)
@ 40 mils film thickness
Method A
@ 20 mils film thickness Method B
10.5 (601)
16.6 (950)
ASTM E96
Method A
Method B
21.0 (1202)
33.2 (1900)
System air leakage rating, cfm/ft2 (Us m2)
Specimen 1: opaque wall;
after wind conditioning @ AP= 75Pa (U (s•m2))
0.0004 (0.002)
Penetrations check, cfm/ft2 (L/s•m�
Specimen 2: penetration wall;
0.0004 (p.002)
ASTM E2357
0 reference air leakage
Coverage: application rate, ft2/gal (m2/L)
0 40 dry mil thickness
® 20 dry mil thickness
39-40 (0,95-0.98)
-
78-80 (1.91-1.98)
PD10299- REV.004717

FM Mammouth
ELASTOCOL STICK
DESCRIPTION
*SOPRFMA
1.877,MAMMOUTH
www.soprema.ca
TECHNICAL DATA SHEET
131007SCAN9E
(supersedes 130318SCANIE)
ELASTOCOL STICK is a primer designed to enhance the adhesion of self-adhesive membranes on porous surfaces such as
"DENS GLASS GOLD" and "DENS DECK" at temperatures above -10 °C { 14 OF), It is composed of SBS synthetic rubbers, adhesive
enhancing resins and volatile solvents. It is also suitable to prime non -porous surfaces such as concrete, fibre cement, metal, and wood.
APPLICATION
ELASTOCOL STICK can be applied with a brush, a roll or a spray can. It must be thoroughly dry before applying the waterproofing
membrane. ELASTOCOL STICK must be shaken well before use.
WARNING: DO NOT ACCELERATE DRYING OF ELASTOCOL STICK BY HEATING IT WITH A TORCH.
FOR COMPLETE INFORMATION ON PRODUCT INSTALLATION, PLEASE CONSULT YOUR SOPREMA REPRESENTATIVE.
COVERAGE
Average coverage: porous surfaces: 0.3 to 0.5 L/m�:,
non -porous surfaces: 0,1 to 0.25 L/mz.
PROPERTIES
ELAStOCOL
Specific Gravity at 20 °C (68 OF) 0.79 kg/L
Colour
Solids by Weight
Viscosity, Brookfield at 25 °C 177 OF)
Drying time
[All values are nominap
PACKAGING
3.78 L, 19 L pails and 350 g spray cans.
STORAGE & HANDLING
Red
24 %
200 cP
15 to 60 minutes, depending on temperature and quantify applied.
Shelf life: Up to 60 months in original sealed containers, in cool and ventilated area.
Tools can be cleaned with petroleum solvents such as mineral spirits, varsol, xylene, etc.
Store in a well ventilated area, Keep away from any source of heat, dampness, humidity, oxidizing agents or direct sunlight. Flammable
before curing. Keep away from sources of ignition.
For more information, refer to instruction on the label of the can and to relevant Material Safety Data Sheet (MSDS).
STSTWE UUALITL
ISO 90019
�«.,, OUALITY SY5TEM
IS014UU1
•`�OfE_ F �,+n Ir.� r ray n:L­�lfy Ehe eanq os:!lovt or,j/oi LiAL alijn pt its KvodvcEs wil9�oa�t prig notiCe,

STICK 11 OOT
DESCRIPTION & FEATURES
SOPRASEAL Stick 1100T is a self -adhered waterproofing membrane. SOPRASEAL
Stick 1100T is composed of a proprietary high quality elastomeric styrene- butadiene-
styrene (SBS) polymer -modified bitumen blend and a woven polyethylene composite
facer. SOPRASEAL Stick 1100T is used as a self -adhered air, vapor and rain barrier
on vertical walls of masonry, concrete or gypsum sheathing designed to be used as a
base for exterior insulation and finish systems (EIFS). SOPRASEAL Stick 1100T may
also be used as a transition membrane at doors, windows, penetrations, etc. The
underside consists of a self-adhesive bitumen layer protected by a release paper.
SIORACE & HANDLING
Store products on end on a clean and flat surface. Do not store in a leaning
or horizontal position as deformation may occur. All materials should be
stored in a dry place, out of direct exposure to the elements. Material should
be handled in such a manner as to ensure that it remains dry prior to and
during installation.
APPLICATION
Apply by peeling back the release film on the underside of the sheet and apply
with hand pressure. Once the sheet is in place, roll entire sheet with a weighted
roller. The application temperature range for SOPRASEAL Stick 1100T is 14 to 1220F
(-10 to 50°C) and the service temperature range is -49 to 1947 (-45 to 90°C).
SELF ADHERED
;f I 36 I 206.3 j 40
Coverage rate as reported assumes installation using side and end lap recanmendatlons.
J'
www.soprema.us
_'MSOPREMA 310 Quadral Drive, Wadsworth, Ohio 44281
Toll Free: [phone] 1 Tel: [phone]

SOPRASEALO
STICK 11 OOT
Elastomeric bitumen
Topside
Underside
Selvage surface
Side €ap, in (mm)
End lap, in (mm)
Peak load @ 73.4°F (23°C), lbf/in (kN/m)
Elongation at peak load @ 73.4°F (23°0), %
Ultimate elongation (polymer modified bitumen)
@ 73.4°F (23°C), %
Tear strength @ 73.4°F (23°C), lbf (N)
Low temperature flexibility, T (°C)
Static puncture (over plywood), lbf (N)
Puncture resistance, Ibf (N)
Lap adhesion, lbf/in (Ni
Water absorption, (%)
Peel resistance", lbffin (Ni
Water vapor transmission, perm (ng/s.m2•Pa)
Air permeability @ 75 Pa, ctri (Us•m2)
Resistance to wind gusts @ 3000 Pa-10s
Resistance to uniform static air pressure @ 100 Pa-1 h
Fire resistance
Air leakage resistance
Data is represented by average values, unless noted otherwise.
"Adhered to glass faced gypsum board with primer.
FLORIDA BUILDIMO 4MSOPRMA7
Proprietary blend of bitumen and SBS polymers
Tri-laminate woven polyethylene
Self-adhesive with release paper
Fri -laminate woven polyethylene
3 (76)
6 (152)
75 (13.1) 55(9.6)
40 25
> 1000 1 > 1000
120 (534) 55 (245)
-35 (-37) -35 (-37)
5,5(245)
130 (578)
12 (2100)
< 1.0
11 (1926)
0.031 (1.8)
0.00001 (0,0005)
No delamination, no variation of air permeability
No significant delamination, no variation of air permeability
Pass
Pass
ASTM D5147
ASTM D5147
ASTM D5147
ASTM D6147
ASTM D5147
ASTM D5602
ASTM E154
ASTM D1876
ASTM D5147
ASTM D903
ASTM E96 (Method B)
ASTM E2178
ASTM E330
ASTM E330
NFPA 285
ASTM E2357
v
PDS10076 - REV. 009215

L�UD' FLASHING
DESCRIPTION & FEATURES
SOPRASEAL Liquid Flashing is a high quality, 100% solid low odor eiastomeric
polyether membrane. SOPRASEAL Liquid Flashing material is designed to provide air
and water protection to critical rough openings while sealing joints and creating a
seamless transition to air barrier membranes. SOPRASEAL Liquid Flashing can also
be used to treat joints while adhering to aluminum, brick, concrete, wood, masonry and
vinyl.
STORAGE & HANDLING
SOPRASEAL Liquid Flashing must be stored in a cool dry area. Unopened containers
need protection from water, heat and direct sunlight. Elevated temperatures will reduce
shelf life.
APPLICATION
All surfaces must be sound, clean, dry and free of wax, oil or other bond breaking
contaminates. SOPRASEAL Liquid Flashing is applied to the approved area via a
pneumatic cartridge applicator. Refer to the SOPRASEAL specifications and
installation instructions prior to use.
QUANTITY PACKAGING COLOR
(vz)
<,
,J
SOPREMA7
www.soprema.us
310 Quadral Drive, Wadsworth, Ohio 44281
Toll Free: [phone] I Tel: [phone]

SOPRASEAE°
LIQUID FLASHING
Density, Ibs/gal (g/cma)
Tack free time, rain
Shear strength, Ibf/in2 (kN/mz)
Elongation at break, %
Tensil Strength, Ibf/in2 (kN/m2)
Hardness Shore A
Low temperature flex T (°C)
Shrinkage
Service temperature, T (°C)
Percent of Solids, %
SSOPREMA7
12,2 (1.46)
30
210 (148.8)
215
230 (158.6)
38
Pass 0 -10 (-23)
No visible shrinkage after 14 days
-20 to 200 (-29 to 93)
100
ASTM D1475
ASTM C679
ASTM D1002
ASTM D412
ASTM D412
ASTM C661
ASTM D816
PD10323 - REV. 027116

Tremflex@ 834
Acr
Commercial Sealants & Waterproofing Sealant
Product Description
Tremflex@ 834 is a pure acrylic latex sealant formulated to provide a fast -
setting pliable seat with minimal shrinkage.
..._ ._
$s?SlG CIS@8 ...._.
Tremflex 834 can be used for general purpose interior and exterior caulking
and as a back -bedding glazing compound. It is also highly recommended as
an acoustical seal in the construction of interior walis, ceilings and floors. It is
suitable for use on vinyl, aluminum and wood siding as well as on bathroom
and kitchen fixtures,
Features and Benefits
• Tremflex 834 is an easy gunning, non -staining, general purpose sealant
formulated from the highest quality acrylic polymer to offer exceptional
flexibility and workability for any commercial construction acrylic sealant
application.
• It can be Used indoors or outdoors and is tack -free in 15 min and ready to
paint in 30 to 45 min with latex or oil -based paint.
• It also has been tested for acoustical properties to reduce sound
transmissions when constructing partition walls.
• Class A Building Material
.... ...._
— ---
Availability .........
Immediately available from your local Tremco Field Representative, Tremco
Distributor or Tremco Warehouse.
Coverage Elates
308' of joint per gal for a 1/4" x 114" (6 mm x 6 mm) joint, For specific
coverage rates that include joint size, and usage efficiencies, visit our website
usage calculator at www.tremcosealants.com
— Packaging ...... .................. - —
10.1-oz (300-mL) cartridges
20-oz. (600-mL) sausages
5-gal (18,9-L) pails
Clear, Limestone, White
_. .... —
Store Tremflex 834 in original, undamaged packaging in a clean, dry,
protected location with temperatures between 40 to 110 `F (5 to 43 `C).
....................
Limitations
• Do not apply Tremflex 834 to damp or contaminated surfaces.
• Always utilize the sealant's MSDS found on our website at
www.tremcosealants.com for information on proper ventilation, Personal
Protective Equipment (PPE) and other health concerns.
• Keep product from freezing.
• Although Tremflex 834 is palntable, this does not imply adhesion to and
compatibility with all paints. Please refer to Tremco Technical Bulletin No
_ 5-09-05 for more information,
Substrate Preparation -
Surfaces must be sound, clean, and dry. All release agents, existing
waterproofing, dust, loose mortar, laitance, paints, or other finishes must be
removed. This can be accomplished with a thorough wire brushing, grinding,
sandblasting, or solvent washing, depending on the contamination.
Tremco recommends that surface temperatures be 40 °F (5 'C) or above at
the time the sealant is applied. If sealant must be applied in temperatures
below 40 °F, please refer to the Tremco Guide for Applying Sealants in Cold
Weather that can be found on our website a1 www.tremcosealants.com.
Applicable Standards
• Tremflex 834 meets or exceeds the requirements of the following
specifications:
• ASTM C834, Type OP, Grade -18 °C
• CANICGSB 19-GP-17M
Application
Apply Tremflex 834 with conventional caulking equipment filling the joint from
the bottom first.
Immediately tool the sealant with a spatula to ensure intimate contact with the
joint walls. Dry tooling is preferred, although water can be used in limited
amounts to slick the spatula if needed.
For window and door perimeter fillet bead applications, a 114" (6 mm)
minimum surface area is recommended.
Priming
Tremflex 834 adheres to common construction substrates without primers,
however, Tremco always recommends that a mock-up or field adhesion test
on the actual materials being used or the job be conducted to verify
adhesion, The field adhesion test can be found in Appendix X1 of ASTM
C1193, Standard Guide for Use of Joint Sealants.
Joint Design — - — -- -
Tremflex 834 may be used in any vertical or horizontal joint designed in
accordance with accepted architectural/engineering practices. Joint width
should be 4 times anticipated movement, but not less than 114" (6.4 mm),
Joint Backing
Closed cell or reticulated polyethylene backer rod is recommended as joint
backing to control sealant depth and to ensure intimate contact of sealant
with joint walls when tooling. Where depth of joint will prevent the use of
backer rod, an adhesive backed polyethylene tape (bond breaker tape)
should be used to prevent three -sided adhesion. All backing should be dry at
time of sealant application.
Sealant Biraensions
W = Sealant width, D = Sealant depth, C = Contact area.
W
c
Expansion Joints- The minimum width and depth of any sealant application
should be 114" x 114" (6 mm x 6 mm).
The depth (D) of sealant may be equal to the width (W) of joints that are less
than 112" wide. For joints ranging from 112" to 1" (13 mm to 25 mm) wide, the
sealant should be approximately one-half of the joint width.
The maximum depth (D) of any sealant should be 112" (13 mm). Forjoints
that are wider than 1" (25 mm), contact Tremco Technical Services or your
local Tremco Sales Representative.
www.tremcosealants.com Page 1 of 2

Window Perimeter- For fillet beads, or angle beads around windows and
doors, the seaiant should exhibit a minimum surface contact area [C] of 1141'
(6 mm) onto each substrate, with provisions for release at the heel of the
angle using backer rod or bond breaker tape.
-- .......... ...-.. .
At 72 T (22 'C), 50% RH, Tremflex 834 is tack free in 15 min and dries at a
rate of about 118" (3 mm) per day but can be painted after only 30 to 45 min
with latexes, or oil -based paint. As the temperatures decrease, the dry time of
Tremflex 834 will increase. A good rule of thumb is one additional day for
every 10 °F (5.5 °C) decrease in temperature.
.............. ....... _---- .................
z tip
Excess sealant and smears along the joint interface can be cleaned up or
removed with soapy water before the sealant skins. Any utensils used for
tooling can also be cleaned with soapy water.
PIZOPER'TY
TEST METHOD
Type
Color
Solids
Specific Gravity
Application
Extrudability
ASTM C1183
Artificial Weathering
ASTM C732
Wash -out
ASTM C732
Slump
ASTM C732
Cracking
ASTM C732
Discoloration
ASTM C732
Adhesion Loss
ASTM C732
Volume Shrinkage
ASTM C1241
Low Temp. Flexibility
ASTM C734
Extension - Recovery
ASTM C736
Extension - Adhesion
ASTM C736
Slump
ASTM D2202
Stain Index
ASTM D2203
Tack -Free Time
ASTM C679
Movement Capability
Flame Spread
ASTM E84
Smoke Development
ASTM E84
031 SITS34DS-ST
Warranty --
Tremco warrants its Products to be free of defects in materials but makes no
warranty as to appearance or color. Since methods of application and on -site
conditions are beyond our control and can affect performance, Tremco
makes no other warranty, expressed or implied including warranties of
MERCHANTABILITY and FITNESS FOR A PARTICULAR PURPOSE, with
respect to Tremco Products. Tremco's sole obligation shall be, at its option,
to replace, or refund the purchase price of the quantity of Tremco Products
proven to be defective and Tremco shall not be liable for any loss or damage.
Please refer to our website at www ♦ 4 ffor the most
up-to-date Product
NOTE All Tfen= Safety D.alignment
sr 4 SYstem of Classification .,d g o
TYPICAL VALUES
Single -component Siliconized Acryilc Latex sealant
Clear, Limestone, White
84%
1.58
gun -grade sealant, applied with typical caulking equipment
6 gls
Pass
None
Nome
None
None
None
22.4% (Type OP) 35.3% (Type C)
No cracks, no adhesion loss
93.7%
None
2mm
0 mm
3 hr, 55 min
*12.5%
10
0
3735 Green Rd 1451 Jacobson Ave 220 Wicksteed Ave 1445 Rue do Coulomb
Beachwood OH 44122 Ashland OH 44805 Toronto ON M4H1G7 BoucherOle OC AB 7LB
216.292,50001800,321.7906 419.289.20501 B00.321.6357 416.421.33001800,363.3213 514.521,9555
www.treMCOSealants.com
Page 2 of 2

SAFETY DATA SHEET
PECORA
� CORPORATION'
Arch iteaural Weatherproofing Products
U.S.A. • since 1862
8 1ST
hmWsTfifflaw
64TECHNOLOGY.
1. PRODUCT IDENTIFICATION
IDENTIFICATION of the SUBSTANCE or PREPARATION
TRADE NAME (AS LABELED):
Pecora 864 NST Non -Staining TechnologyTM
PRODUCT DESCRIPTION:
Architectural Silicone Sealant
CHEMICAL NAME/CLASS:
Polydimethylsiloxane Silicone
SYNONYMS:
864 NST
RELEVANT USE:
Non -Staining Sealant/Caulking Compound
USES ADVISED AGAINST:
Other Than Relevant Use
COMPANY/UNDERTAKING IDENTIFICATION:
SUPPLIER/MANUFACTURER'S NAME:
Pecora Corporation
ADDRESS:
165 Wambold Road, Harleysville, PA 19438
EMERGENCY PHONE:
800424-9300 (CHEMTREC, 24-hours)
BUSINESS PHONE:
215-723-6051 (Mon —Fri, 8 AM-5 PM ET)
PREPARATION DATE: July 13, 2007
REVISION DATE: I January 10, 2013
This product is sold for commercial use. This MSDS has been developed to address safety concerns of those individuals working with bulk quantities of this material, as well as those of
potential users of this product in industrial/occupational settings. ALL United States Occupational Safety and Health Administration Standard (29 CFR 1910.1200), U.S. State equivalent
Standards, and Canadian WHMIS [Controlled Products Regulations] and the Global Harmonization Standard required information is included in appropriate sections based on the U.S. ANSI
Z400.1-2008 format. This product has been classified in accordance with the hazard criteria of the countries listed above.
2. HAZARD IDENTIFICATION
GLOBAL HARMONIZATION LABELING AND CLASSIFICATION: This product has been classified per GHS Standards.
Classification: Acute Oral Toxicity Cat. 5, Eye Irritation Cat. 213, Skin Irritation Cat. 3, Skin Sensitization Cat. 1, Aquatic Chronic Toxicity Cat. 4
Signal Word: Warning Hazard Statement Codes: H303, H316, H320, H317, H413
Precautionary Statement Codes: P261, P264, P272, P273, P280, P305 + P351 + P338, P337 + P313, P302 + P352, P321, P333 + P313, P362 + P364,
P501
Hazard Symbols/Pictogram: GHS07 O
EMERGENCY OVERVIEW: •
PHYSICAL DESCRIPTION: This product is a smooth paste with a slightly solvent odor and comes in several colors (Black, Tru-
White, Aluminum Stone, Translucent, and Bronze).
HEALTH HAZARDS: CAUTION! May cause eye, skin, and respiratory tract irritation, especially if exposure is prolonged. May
be harmful if ingested. May cause skin sensitization in susceptible individuals. Contains trace amounts of crystalline silica, a
known human carcinogen by inhalation.
FLAMMABILITY HAZARD: This product is combustible and can ignite if exposed to high temperature or direct flame.
REACTIVITY HAZARD: This product is not reactive.
ENVIRONMENTAL HAZARD: This product has not been tested for environmental impact. This product contains a compound that
can cause chronic aquatic toxicity.
HAZARDOUS MATERIALS IDENTIFICATION SYSTEM (HMIS®)
Health
1
Flammability
1
Physical Hazard
0
See Section 16 for definitions of ratings
0 = Minimal 3 = Serious
1 = Slight 4 = Severe
2 = Moderate * = Chronic
HMIS® is a registered trademark of the National Paint and Coatings Association.
CANADIAN WHMIS CLASSIFICATION: Class D2B. See Section 15 (Regulatory Information) for all classification details.
U.S. OSHA REGULATORY STATUS: This material has a classification under the Global Harmonization Standard, as applied under
OSHA regulations, as given earlier in this Section.
Pecora 864 NST Page 1 of 9 January 10, 2013

3. MATERIAL IDENTIFICATION
Chemical Name
CAS #
W/W%
GHS Classification
Hazard Statements
Calcium Carbonate (Limestone)
1317-65-3
30.0-60.0
SELF CLASSIFICATION
Classification: Not Applicable
Polydimethyl Siloxane Diol
70131-67-8
30.0 50.0
SELF CLASSIFICATION
Classification: Not Applicable
Classification: STOT RE Cat. 2, Skin Sensitization Cat. 1, Aquatic
Phenyl Oximmo Silane
34036-80-1
1.0-5.0
Chronic Toxicity Cat. 3
Hazard Statement Codes: H373, H317, H412
Silicon Dioxide, Fumed
112945-52-5
1.0 5.0
SELF CLASSIFICATION
Classification: Not Applicable
Classification: Carcinogenic Cat. 113, Mutagenic Cat. 113, Aspiration
Mineral Spirits
8052-41-3
1.0-4.0
Hazard Cat. 1
Hazard Statement Codes: H350, H340, H304
SELF CLASSIFICATION
Quartz
14808-60-7
Trace
Classification: Carcinogenic Cat. 1B
Hazard Statement Codes: H350
Other components. Each of the other components is present in less than 1 percent concentration
(0.1% concentration for potential carcinogens, reproductive toxins, respiratory tract sensitizers, and
Balance
Classification: Not Applicable
mutagens).
See Section 16 for full text of classification
4. FIRST -AID MEASURES
PROTECTION OF FIRST AID RESPONDERS: Rescuers should not attempt to retrieve victims of exposure to this material without
adequate personal protective equipment. Rescuers should be taken for medical attention, if necessary.
DESCRIPTION OF FIRST AID MEASURES: Remove victim(s) to fresh air, as quickly as possible. Only trained personnel should
administer supplemental oxygen and/or cardio-pulmonary resuscitation, if necessary. Remove and isolate contaminated clothing and
shoes. Seek immediate medical attention. Take copy of label and MSDS to physician or other health professional with victim(s).
INHALATION: If dusts of this material are inhaled, remove victim to fresh air. If necessary, use artificial respiration to support vital functions.
SKIN EXPOSURE: If the material contaminates the skin, immediately begin decontamination with running water. Minimum flushing is for 20
minutes. Do not interrupt flushing. Remove exposed or contaminated clothing, taking care not to contaminate eyes. Victim must seek immediate
medical attention.
EYE EXPOSURE: If this product enters the eyes, open victim's eyes while under gently running water. Use sufficient force to open eyelids. Have
victim "roll" eyes. Minimum flushing is for 20 minutes. Do not interrupt flushing.
INGESTION: If this material is swallowed, CALL PHYSICIAN OR POISON CONTROL CENTER FOR MOST CURRENT INFORMATION. DO
NOT INDUCE VOMITING, unless directly by medical personnel. Have victim rinse mouth with water or give several cupfuls of water, if
conscious. Never induce vomiting or give diluents (milk or water) to someone who is unconscious, having convulsions, or unable to swallow. If
vomiting occurs, lean patient forward or place on left side (head -down position, if possible) to maintain an open airway and prevent aspiration.
MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Dermatitis or other pre-existing skin disorders may be aggravated by
overexposures to this product.
INDICATION OF IMMEDIATE MEDICAL ATTENTION AND SPECIAL TREATMENT IF NEEDED: Treat symptoms and
eliminate overexposure.
5. FIRE -FIGHTING MEASURES
FLASH POINT: > 140°C (> 300°F) AUTOIGNITION: Unknown.
FLAMMABLE LIMITS IN AIR: Unknown.
EXTINGUISHING MEDIA:
SUITABLE EXTINGUISHING MEDIA: Use extinguishing material suitable to
the surrounding fire, including foam, halon, carbon dioxide and dry chemical.
UNSUITABLE EXTINGUISHING MEDIA: None known.
PROTECTION OF FIREFIGHTERS:
SPECIAL HAZARDS ARISING FROM THE SUBSTANCE: This product is
combustible and can be ignited when exposed to its flashpoint. Not sensitive to
mechanical impact under normal conditions. Not sensitive to static discharge
under normal conditions. Closed containers may develop pressure and rupture in
event of fire.
SPECIAL PROTECTIVE ACTIONS FOR FIRE-FIGHTERS: Incipient fire
responders should wear eye protection. Structural firefighters must wear Self -
Contained Breathing Apparatus and full protective equipment. Move containers
from fire area if it can be done without risk to personnel. If possible, prevent
runoff water from entering storm drains, bodies of water, or other environmentally
sensitive areas.
NFPA RATING
FLAMMABILITY
0
HEALTH INSTABILITY
OTHER
See Section 16 for
Definitions of Ratings
6. ACCIDENTAL RELEASE MEASURES
PERSONAL PRECAUTIONS AND EMERGENCY PROCEDURES: An accidental release can result in a fire. Uncontrolled releases
should be responded to by trained personnel using pre -planned procedures. Proper protective equipment should be used. Eliminate any
possible sources of ignition, and provide maximum explosion -proof ventilation.
Pecora 864 NST Page 2 of 9 January 10, 2013

6. ACCIDENTAL RELEASE MEASURES (Continued)
PERSONAL PRECAUTIONS AND EMERGENCY PROCEDURES (continued): Use only non -sparking tools and equipment during
the response. The atmosphere must at least 19.5 percent Oxygen before non -emergency personnel can be allowed in the area without
Self -Contained Breathing Apparatus and fire protection.
PERSONAL PROTECTIVE EQUIPMENT: Responders should wear the level of protection appropriate to the type of chemical
released, the amount of the material spilled, and the location where the incident has occurred.
Small Spills: For releases of 1 drum or less, Level D Protective Equipment (gloves, chemical resistant apron, boots, and eye protection)
should be worn.
Large Spills: Minimum Personal Protective Equipment should be rubber gloves, rubber boots, face shield, and Tyvek suit. Minimum level of
personal protective equipment for releases in which the level of oxygen is less than 19.5% or is unknown must be Level B: triple -gloves
(rubber gloves and nitrile gloves over latex gloves), chemical resistant suit, fire -retardant clothing and boots, hard hat, and Self -
Contained Breathing Apparatus.
METHODS FOR CLEAN-UP AND CONTAINMENT:
All Spills: Access to the spill area should be restricted. Spread should be limited by gently covering the spill with polypads. Scrape up or pick-up
spilled material, placing in suitable containers. Absorb any residual on appropriate material, such as sand. All contaminated absorbents and other
materials should be placed in an appropriate container and seal. Do not mix with wastes from other materials. Dispose of in accordance with
applicable Federal, State, and local procedures (see Section 13, Disposal Considerations). Dispose of recovered material and report spill per
regulatory requirements. Remove all residue before decontamination of spill area. Clean spill area with soap and copious amounts of water.
ENVIRONMENTAL PRECAUTIONS: Minimize use of water to prevent environmental contamination. Prevent spill or rinsate from
contaminating storm drains, sewers, soil or groundwater. Place all spill residues in a suitable container and seal. Do not discharge
effluent containing this product into streams, ponds, estuaries, oceans or other waters unless in accordance with the requirements of a
National Pollutant Discharge Elimination System (NPDES) permit and the permitting authority has been notified in writing prior to
discharge. Do not discharge effluent containing this product to sewer systems without previously notifying the local sewage treatment
plant authority. For guidance, contact your State Water Board or Regional Office of the EPA.
OTHER INFORMATION: U.S. regulations may require reporting of spills of this material that reach surface waters if a sheen is
formed. If necessary, the toll -free phone number for the US Coast Guard National Response Center is 1-800-424-8802.
REFERENCE TO OTHER SECTIONS: See information in Section 8 (Exposure Controls — Personal Protection) and Section 13
(Disposal Considerations) for additional information.
7. HANDLING and STORAGE
PRECAUTIONS FOR SAFE HANDLING: As with all chemicals, avoid getting this product ON YOU or IN YOU. Wash thoroughly
after handling this product. Do not eat or drink while handling this material. Avoid contact with eyes, skin, and clothing. Avoid
breathing fumes, dusts, vapors or mist. Do not taste or swallow. Use only with adequate ventilation. Keep away from heat and
flame. In the event of a spill, follow practices indicated in Section 6: ACCIDENTAL RELEASE MEASURES.
CONDITIONS FOR SAFE STORAGE: This product is stable under ordinary conditions of handling, use and storage. Store containers
in a cool, dry location, away from direct sunlight, sources of intense heat, or where freezing is possible. Store away from incompatible
materials (see Section 10: STABILITY AND REACTIVITY). Keep container tightly closed when not in use. Inspect all incoming
containers before storage, to ensure containers are properly labeled and not damaged. To prolong shelf life, store at temperatures below
26°C (80°F).
PRODUCT END USE: This product is used as a sealant. Follow all industry standards for use of this product.
8. EXPOSURE CONTROLS - PERSONAL PROTECTION
EXPOSURE LIMITS/CONTROL PARAMETERS:
VENTILATION AND ENGINEERING CONTROLS: Use with adequate ventilation to ensure exposure levels are maintained below the limits
provided below.
OCCUPATIONAL/WORKPLACE EXPOSURE LIMITS/GUIDELINES:
Chemical Name
CAS #
Guideline
Value
Phenyl Oximino Silane
34036-80-1
AI14A WEEL TWA
10 ppm (Dermal Sensitizer)
Exposure limits given are for decomposition
DEG MAK TWA
Skin, Danger of Sensitization of the skin.
product meth leth 1 ketoxime
Calcium Carbonate, Natural
1317-65-3
OSHA PEL TWA
15 mg/m3 total dust
5 rrg/m3 respirable fraction
NIOSH REL TWA
10 mg/m3 total dust
5 mg/m3 respirable fraction
Pol dimeth 1 Siloxane Diol
70131-67-8
NE
NE
Mineral Spirits
8052-41-3
ACGIH TLV TWA
525 mg/m3
OSHA PEL TWA
2900 mg/m3
NIOSH REL TWA
350 mg/m3
NIOSH REL STEL
1800 in m3 15 min.
Quartz
14808-60-7
ACGIH TLV TWA
0.025 mg/m3 Respirable Fraction
OSHA PEL TWA
30 mg/m3 / % Sio2 + 2 Total Dust; 10 mg/m3 / % Sio2 + 2 Respirable Fraction
NIOSH REL TWA
0.05 mg/m3 (Respirable Dust)
NE = Not Established. See Section 16 for Definitions of Terms Used.
Pecora 864 NST Page 3 of 9 January 10, 2013

8. EXPOSURE CONTROLS - PERSONAL PROTECTION (Continued)
PERSONAL PROTECTIVE EQUIPMENT (PPE): The following information on appropriate Personal Protective Equipment is
provided to assist employers in complying with OSHA regulations found in 29 CFR Subpart I (beginning at 1910.132, including the
Respiratory Protection Standard (29 CFR 1910.134), Eye Protection Standard 29 CFR 1910.13, the Hand Protection Standard 29
CFR 1910.138, and the Foot Protection Standard 29 CFR 1910.136), equivalent standards of Canada (including the Canadian CSA
Respiratory Standard Z94.4-93-02, the CSA Eye Protection Standard Z94.3-M1982, Industrial Eye and Face Protectors and the
Canadian CSA Foot Protection Standard Z195-M1984, Protective Footwear). Please reference applicable regulations and standards
for relevant details.
EYE/FACE PROTECTION: Use approved safety goggles or safety glasses. If necessary, refer to appropriate regulations and standards.
SKIN PROTECTION: Wear chemical impervious gloves (e.g., Nitrile or Neoprene). Use triple gloves for spill response. If necessary, refer to
appropriate regulations and standards.
BODY PROTECTION: Use body protection appropriate for task (e.g., lab coat, coveralls, Tyvek suit). If necessary, refer to the OSHA Technical
Manual (Section VII: Personal Protective Equipment) or appropriate Standards of Canada. If a hazard of injury to the feet exists due to falling
objects, rolling objects, where objects may pierce the soles of the feet or where employee's feet may be exposed to electrical hazards, use foot
protection, as described in appropriate regulations and standards.
RESPIRATORY PROTECTION: If mists or sprays from this product are created during use, use appropriate respiratory protection. If necessary, use
only respiratory protection authorized in appropriate regulations. Oxygen levels below 19.5% are considered IDLH by OSHA. In such atmospheres,
use of a full-facepiece pressure/demand SCBA or a full facepiece, supplied air respirator with auxiliary self-contained air supply is required under
appropriate regulations and standards.
9. PHYSICAL and CHEMICAL PROPERTIES
FORM: Smooth paste. COLORS: Black, Tru-White, Aluminum Stone, Translucent, and Bronze.
MOLECULAR WEIGHT: Mixture. MOLECULAR FORMULA: Mixture.
ODOR: Mildly solvent -like. ODOR THRESHOLD: Not available.
SPECIFIC GRAVITY: 1.1-1.4 VAPOR PRESSURE, mm Hg_9 20°C: Not established.
RELATIVE VAPOR DENSITY (air = 1): Heavier than air. EVAPORATION RATE (BuAc = 1): < 1
SOLUBILITY IN WATER: Insoluble. OTHER SOLUBILITIES: Not available.
MELTING/FREEZING POINT: Not available. BOILING POINT: Not established.
VOC (less water and exempt): <100 g/L WEIGHT % VOC: < 10%
FLASH POINT: > 1400C (> 300°F) AUTOIGNITION TEMPERATURE: Not established.
pH: Not available.
FLAMMABLE LIMITS (in air by volume, %): Lower: Not established; Upper: Not established.
COEFFICIENT OF OIL/WATER DISTRIBUTION (PARTITION COEFFICIENT): Not established.
HOW TO DETECT THIS SUBSTANCE (IDENTIFYING PROPERTIES): The appearance of this product may act as an identifying
property in the event of an accidental release.
10. STABILITY and REACTIVITY
CHEMICAL STABILITY: Stable under normal circumstances of use and handling. Methylethyl Ketoxime is generated during curing.
CONDITIONS TO AVOID: Avoid contact with incompatible chemicals and exposure to extreme temperatures.
INCOMPATIBLE MATERIALS: This product is not compatible with strong acids and oxidizers and may have some compatibility with
aluminum, ammonium salts and mercury/hydrogen mixtures.
HAZARDOUS DECOMPOSITION PRODUCTS: Combustion: Thennal decomposition of this product can generate dusts, irritating
fumes, and toxic gases (e.g., carbon, nitrogen and silicone oxides, formaldehyde, various hydrocarbons). Hydrolysis: Methylethyl
ketoxime.
POSSIBILITY OF HAZARDOUS REACTIONS/POLYMERIZATION: This product is not expected to undergo hazardous
polymerization, decomposition, condensation, or self -reactivity.
11. TOXICOLOGICAL INFORMATION
POTENTIAL HEALTH EFFECTS: The most significant routes of occupational overexposure are inhalation and contact with skin and
eyes. The symptoms of overexposure to this product are as follows:
CONTACT WITH SKIN or EYES: Contact may mildly irritate the skin and cause redness and discomfort. Prolonged or repeated skin contact may
cause dermatitis (dry, red skin). Eye contact may cause redness, pain, and tearing.
SKIN ABSORPTION: The components of this product are not known to be absorbed through intact skin. Skin contact may cause sensitization and
allergic reaction in susceptible individuals. Symptoms may include redness, itching and rash.
INGESTION: If the product is swallowed, it may mildly irritate the mouth, throat, and other tissues of the gastro-intestinal system and may cause
nausea, vomiting, and diarrhea.
INHALATION: Overexposure to vapors of this product generated during curing, or dusts of this product generated during use after curing may mildly
irritate the respiratory tract and cause coughing and sneezing. Vapors or fumes when used in an enclosed space, if heated or during curing may cause
irritation of the respiratory system. Symptoms include nose irritation, dry or sore or burning throat, runny nose, shortness of breath, dizziness,
incoordination.
INJECTION: Accidental injection of this product (e.g. puncture with a contaminated object) may cause burning, redness, and swelling in addition to
the wound.
TARGET ORGANS: Acute: Skin, eyes, central nervous system. Chronic: Skin.
CHRONIC EFFECTS: Prolonged or repeated skin contact may cause dermatitis (dry, red skin), sensitization to the skin or adverse liver or kidney
effects.
Pecora 864 NST Page 4 of 9 January 10, 2013

11. TOXICOLOGICAL INFORMATION (Continued)
TOXICITY DATA: There are currently no toxicity data available for this product; the following toxicology information is available for
components greater than 1% in concentration. Due to the large amount of data for the Carbon Black component, only LD50 Oral -Rat
and LD50 Skin -Rabbit data are presented in this SDS. Contact Pecora for additional information.
PHENYL OXIMINO SILANE:
FUMED SILICA (continued):
LD5o (Oral -Rat) > 8000 mg/kg
TDLo (Intratracheal-Mouse) 2 mg/kg: Lungs, Thorax, or Respiration: other changes;
LD50 (Dermal -Rat) > 4000 mg/kg
Biochemical: Enzyme inhibition, induction, or change in blood or tissue levels: peptidases
LC5o (Inhalation -Rat) > 8000 mg;W, 4 hours
TDLo (Intratracheal-Mouse) 2 mg/kg: Lungs, Thorax, or Respiration: fibrosing alveolitis;
CALCIUM CARBONATE, NATURAL:
Biochemical: Enzyme inhibition, induction, or change in blood or tissue levels: peptidases,
TDLo (Intravenous -Rat) 30 mg/kg: Vascular: BP lowering not characterized in autonomic
Metabolism (Intermediary): effect on inflammation or mediation of inflammation
section; Lungs, Thorax, or Respiration: changes in lung weight; Blood: other changes
LDLo (Intratracheal-Rat) 50 mg/kg
TCLo (Inhalation -Rat) 84 mg/m3/4 hours/40 weeks -intermittent: Lungs, Thorax, or
LDLo (Intratracheal-Rat) 10 mg/kg
Respiration: fibrosis (interstitial); Liver: other changes; Kidney/Ureter/Bladder: other
LDLo (Intratracheal-Mouse) 96.77 mg/kg: Lungs, Thorax, or Respiration: acute pulmonary
changes
edema, dyspnea, other changes
TCLo (Inhalation -Rat) 250 mg/m3/2 hours/24 weeks -intermittent: Lungs, Thorax, or
MINERAL SPIRITS:
Respiration: fibrosis, focal (pneumoconiosis)
TDLo (Oral -Rat) 10 mg/kg: Biochemical: Metabolism (Intermediary): effect on
FUMED SILICA:
inflammation or mediation of inflammation
LD50 (Oral -Rat) 3160 mg/kg
Standard Draize Test (Eye -Human) 100 ppm: Mild
LD5o (Intravenous -Rat) 15 mg/kg: Lungs, Thorax, or Respiration: acute pulmonary edema
Standard Draize Test (Eye -Rabbit) 500 mg/24 hours: Moderate
TCLo (Inhalation -Rat) 154 mg/m3/6 hours/4 weeks -intermittent: Lungs, Thorax, or
LC50 (Inhalation -Rat) > 1400 ppm/8 hours
Respiration: structural or functional change in trachea or bronchi; Biochemical: Enzyme
LD (Oral -Rat) > 5 gm/kg: Behavioral: somnolence (general depressed activity)
inhibition, induction, or change in blood or tissue levels: dehydrogenases, Metabolism
LD (Skin -Rabbit) > 3 gm/kg
(Intermediary): other proteins
LC (Inhalation -Rat) > 5500 mg/m3/4 hours: Behavioral: somnolence (general depressed
TCLo (Inhalation -Rat) 5.41 mg/m3/5 days -intermittent: Lungs, Thorax, or Respiration:
activity)
other changes, changes in lung weight; Biochemical: Metabolism (Intermediary): effect
LC (Inhalation -Dog) > 8 gm/m3/8 hours -continuous: Behavioral: tremor, convulsions or
on inflammation or mediation of inflammation
effect on seizure threshold
TCLo (Inhalation -Rat) 1.39 mg/m3/5 days -intermittent: Nutritional and Gross Metabolic:
8200 mg/m3/8 hours: Behavioral: tremor
weight loss or decreased weight gain
LCLo (Inhalation -Cat) 1700 ppm/7 hours: Behavioral: tremor, convulsions or effect on
TDLo (Intratracheal-Mouse) 96.77 mg/kg: Lungs, Thorax, or Respiration: acute
seizure threshold
pulmonary edema, other changes; Biochemical: Metabolism (Intermediary): effect on
LCLo (Inhalation -Dog) 8000 mg/m3/3 hours...... Behavioral: alteration of classical
inflammation or mediation of inflammation
conditioning
TDLo (Intratracheal-Mouse) 50 mg/kg: Lungs, Thorax, or Respiration: changes in lung
TCLo (Inhalation -Rat) 330 ppm/65 days -intermittent: Kidney/Ureter/Bladder: changes in
weight
tubules (including acute renal failure, acute tubular necrosis); Blood: other changes
TDLo (Intratracheal-Mouse) 2 mg/kg: 2 mg/kg: Lungs, Thorax, or Respiration: fibrosis,
TCLo (Inhalation -Rat) 480 mg/m3/65 days -intermittent: Blood: normocytic anemia
focal (pneumoconiosis), other changes; Biochemical: Metabolism (Intermediary): effect
TCLo (Inhalation -Rat) 1100 mg/m3/65 days -intermittent: Kidney/Ureter/Bladder: renal
on inflammation or mediation of inflammation
function tests depressed; Blood: normocytic anemia
TDLo (Skin -Rabbit) 2 gm/kg/4 weeks -intermittent: Skin and Appendages: dermatitis, other
(after systemic exposure)
CARCINOGENIC POTENTIAL: The following table summarizes the carcinogenicity listing for the components of this product.
"NO" indicates that the substance is not considered to be or suspected to be a carcinogen by the listed agency, see section 16 for
definitions of other ratings.
CHEMICAL
EPA
I IARC
I NTP
I NIOSH
I ACGIH
I OSHA
PROP 65
Phenyl Oximino Silane
No
No
No
No
No
No
No
Calcium Carbonate (Natural)
No
No
No
No
No
No
No
Mineral Spirits
No
No
No
No
No
No
No
Quartz
No
1
K
Ca
A2
No
Yes (airborne, unbound particles of respirable size)
Silicon Dioxide, Fumed
No
No
No
No
No
No
No
IARC 1: Carcinogenic to Humans. NTP-K: Known to Be a Human Carcinogen. NIOSH-Ca: Potential Occupational Carcinogen, with No Further Categorization. ACGIH
TLV-A2: Suspected Human Carcinogen.
IRRITANCY OF PRODUCT: This product may mildly irritate contaminated tissue, especially if contact is prolonged. Eye irritation
may be more pronounced.
SENSITIZATION TO THE PRODUCT: This product may cause skin sensitization and allergic reaction in susceptible individuals due to
the Phenyl Oximino Silane component.
TOXICOLOGICAL SYNERGISTIC PRODUCTS: None known.
REPRODUCTIVE TOXICITY INFORMATION: This product has not been tested for reproductive toxicity.
MUTAGENICITY/EMBRYOTOXICITY/ TERATOGENICITY/REPRODUCTIVE TOXICITY: No information available.
BIOLOGICAL EXPOSURES INDICES (BEIs): There are no BEI's established for any component of this product at this time.
12. ECOLOGICAL INFORMATION
ALL WORK PRACTICES MUST BE AIMED AT ELIMINATING ENVIRONMENTAL CONTAMINATION.
MOBILITY: This product has not been tested for mobility in soil.
PERSISTENCE AND BIODEGRADABILITY: This product has not been tested for persistence or biodegradability.
BIO-ACCUMULATION POTENTIAL: This product has not been tested for bio-accumulation potential.
ECOTOXICITY: This product has not been tested for aquatic or animal toxicity. Although no data is available, under the Global
Harmonization Standard, the Phenyl Oximino Silane component is classified as having chronic aquatic toxicity.
OTHER ADVERSE EFFECTS: This material is not expected to have any ozone depletion potential.
ENVIRONMENTAL EXPOSURE CONTROLS: Controls should be engineered to prevent release to the environment, including
procedures to prevent spills, atmospheric release and release to waterways.
Pecora 864 NST Page 5 of 9 January 10, 2013

13. DISPOSAL CONSIDERATIONS
PREPARING WASTES FOR DISPOSAL: As supplied, this product would not be a hazardous waste as defined by U.S. federal
regulation (40 CFR 261) if discarded or disposed. State and local regulations may differ from federal regulations. The generator of
the waste is responsible for proper waste determination and management.
U.S. EPA WASTE NUMBER: Not applicable.
14. TRANSPORTATION INFORMATION
U.S. DEPARTMENT OF TRANSPORTATION: This product is NOT classified as Dangerous Goods, per U.S. DOT regulations,
under 49 CFR 172.101.
TRANSPORT CANADA TRANSPORTATION OF DANGEROUS GOODS REGULATIONS: This product is NOT classified as
Dangerous Goods, per regulations of Transport Canada.
INTERNATIONAL AIR TRANSPORT ASSOCIATION SHIPPING INFORMATION (IATA): This product is NOT classified as
dangerous goods, per the International Air Transport Association.
INTERNATIONAL MARITIME ORGANIZATION SHIPPING INFORMATION (IMO): This product is not classified as dangerous
goods, per the International Maritime Organization.
15. REGULATORY INFORMATION
ADDITIONAL U.S. REGULATIONS:
U.S. SARA REPORTING REQUIREMENTS: No component of this product is subject to the reporting requirements of Sections 302,
304, and 313 of Title III of the Superfund Amendments and Reauthorization Act.
U.S. SARA HAZARD CATEGORIES (SECTION 311/312, 40 CFR 370-21): ACUTE: Yes; CHRONIC: Yes; FIRE: No; REACTIVE: No;
SUDDEN RELEASE: No
U.S. TSCA INVENTORY STATUS: All components of this product are in compliance with the inventory listing requirements of the U.S. Toxic
Substances Control Act (TSCA) Chemical Substance Inventory.
U.S. CERCLA REPORTABLE QUANTITY (RQ): Not applicable.
U.S. CLEAN AIR ACT (CA 112r) THRESHOLD QUANTITY (TO): Not applicable.
OTHER U.S. FEDERAL REGULATIONS: Not applicable.
CALIFORNIA SAFE DRINKING WATER AND TOXIC ENFORCEMENT ACT (PROPOSITION 65): The trace Quartz component (airborne,
unbound particles of respirable size) is found on the Proposition 65 List of chemicals known to the state to cause cancer. Due to the form of the
product, the Proposition 65 warning is not applicable to this compound in this product.
ADDITIONAL CANADIAN REGULATIONS:
CANADIAN DSL/NDSL INVENTORY STATUS: The components of this product are listed on the DSL Inventory.
CANADIAN ENVIRONMENTAL PROTECTION ACT (CEPA) PRIORITIES SUBSTANCES LISTS: No component of this product is on the
CEPA Priorities Substances Lists.
CANADIAN WHMIS REGULATIONS: This product is classified as a Controlled Product, Hazard Class D213 (Immediate Acute Toxicity/Irritation &
Sensitization) as per the Controlled Product Regulations.
ADDITIONAL MEXICAN REGULATIONS:
MEXICAN WORKPLACE REGULATIONS (NOM-018-STPS-2000): This product is not classified as hazardous.
16.OTHER INFORMATION
WARNINGS (per ANSI Z129.1): CAUTION! MAY CAUSE EYE, SKIN, AND RESPIRATORY TRACT IRRITATION,
ESPECIALLY IF EXPOSURE IS PROLONGED. MAY CAUSE SKIN SENSITIZATION AND ALLERGIC REACTION IN
SUSCEPTIBLE INDIVIDUALS. CONTAINS COMPOUND THAT MAY CAUSE CHRONIC AQUATIC ADVERSE EFFECTS.
COMBUSTIBLE — CAN IGNITE IF EXPOSED TO DIRECT FLAME. Avoid contact with eyes, skin, and clothing. Avoid
breathing fumes, dusts, vapors or mist. Do not taste or swallow. Wash thoroughly after handling. Keep container tightly closed.
Use only with adequate ventilation. Keep away from heat and flame. Wear gloves, eye protection, respiratory protection, and
appropriate body protection. FIRST -AID: In case of contact, immediately flush skin and eyes with plenty of water. Remove
contaminated clothing and shoes. Get medical attention if irritation develops or persists. If inhaled, remove to fresh air. If not
breathing, give artificial respiration. If breathing is difficult, give oxygen. If swallowed, do not induce vomiting. Get medical
attention. IN CASE OF FIRE: Use water fog, foam, dry chemical, or COz. IN CASE OF SPILL: Absorb spilled product with
polypads or other suitable absorbing material. Place all spill residue in an appropriate container and seal. Dispose of in accordance
with U.S. Federal, State, and local hazardous waste disposal regulations and those of Canada.
GLOBAL HARMONIZATION LABELING AND CLASSIFICATION: Classified in accordance with the Global Harmonization
Standard.
Classification: Acute Oral Toxicity Category 5, Eye Irritation Category 213, Skin Irritation Category 3, Skin Sensitization Category 1, Aquatic Chronic
Toxicity Category 4
Signal Word: Warning
Hazard Statements: H303: May be harmful if ingested. H316: Causes mild skin irritation. H320: Causes eye irritation. H317: May cause an allergic skin
reaction. H413: May be harmful to aquatic life with long-lasting effects.
Precautionary Statements:
Prevention: P261: Avoid breathing fume. P264: Wash thoroughly after handling. P272: Contaminated work clothing should not be allowed out of the
workplace. P273: Avoid release to the environment. P280: Wear protective gloves/protective clothing/eye protection/face protection.
Pecora 864 NST Page 6 of 9 January 10, 2013

16.OTHER INFORMATION (Continued)
GLOBAL HARMONIZATION LABELING AND CLASSIFICATION (continued):
Precautionary Statements (continued):
Response: P332 + P313: If skin irritation occurs, get medical attention. P3O5 + P351 + P338: IF IN EYES: Rinse cautiously with water for several
minutes. Remove contact lenses, if present and easy to do. P337 + P313: If eye irritation persists: Get medical advice/attention. P3O2 + P352: IF ON
SKIN: Wash with plenty of soap and water. P333 + P313: If skin irritation or rash occurs: Get medical advice/attention. P362 + P364: Take off
contaminated clothing and wash it before reuse. P321: Specific treatment (remove from exposure and treat symptoms).
Stora¢e: None.
Disposal: P5O1: Dispose of contents/containers in accordance with all local, regional, national and international regulations.
Hazard Symbols/Pictogram: GHSO7
DISCLAIMER OF EXPRESSED AND IMPLIED WARRANTIES
The information presented in this Material Safety Data Sheet is presented in good faith based on data believed to be accurate as of the date this Material Safety Data Sheet was prepared.
HOWEVER, NO WARRANTY OF MERCHANTABILITY, FITNESS FOR ANY PARTICULAR PURPOSE, OR ANY OTHER WARRANTY IS EXPRESSED OR IS TO BE IMPLIED
REGARDING THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED ABOVE, THE RESULTS TO BE OBTAINED FROM THE USE OF THIS
INFORMATION OR THE PRODUCT, THE SAFETY OF THIS PRODUCT, OR THE HAZARDS RELATED TO ITS USE. In no case shall the descriptions, information, data or designs
provided be considered a part of our terms and conditions of sale.
All materials may present hazards and should be used with caution. Because many factors may affect processing or application/use, we recommend that you make tests to determine the
suitability of a product for your particular purpose prior to use. No responsibility is assumed for any damage or injury resulting from abnormal use or from any failure to adhere to
recommended practices or applicable federal, state, or local laws or regulations. The information provided above, and the product, are furnished on the condition that the person receiving
them shall make their own determination as to the suitability of the product for their particular purpose and on the condition that they assume the risk of their use. In addition, no
authorization is given nor implied to practice any patented invention without a license.
REFERENCES AND DATA SOURCES: Contact the supplier for information.
METHODS OF EVALUATING INFORMATION FOR THE PURPOSE OF CLASSIFICATION: Bridging principles were used to classify this product.
REVISION DETAILS: July 2012: Up -date and revise entire MSDS to include current GHS requirements.
DATE OF PRINTING February 5, 2013
DEFINITIONS OF TERMS
A large number of abbreviations and acronyms appear on a MSDS. Some of these, which are commonly used, include the following:
KEY ACRONYMS: HAZARDOUS MATERIALS IDENTIFICATION SYSTEM HAZARD
CHEMTREC: Chemical Transportation Emergency Center, a 24-how emergency information and/or
emergency assistance to emergency responders.
CEILING LEVEL: The concentration that shall not be exceeded during any part of the working
exposure.
DFG MAKs: Federal Republic of Germany Maximum Concentration Values in the workplace.
Exposure limits are given as TWA (Time -Weighted Average) or PEAK (short-term exposure) values.
DFG MAK Germ Cell Mutagen Categories: 1: Germ cell mutagens that have been shown to
increase the mutant frequency in the progeny of exposed humans. 2: Germ cell mutagens that have
been shown to increase the mutant frequency in the progeny of exposed mammals. 3A: Substances
that have been shown to induce genetic damage in germ cells of human of animals, or which produce
mutagenic effects in somatic cells of mammals in vivo and have been shown to reach the germ cells in
an active form. 3B: Substances that are suspected of being germ cell mutagens because of their
genotoxic effects in mammalian somatic cell in vivo; in exceptional cases, substances for which there
are no in vivo data, but that are clearly mutagenic in vitro and structurally related to known in vivo
mutagens. 4: Not applicable (Category 4 carcinogenic substances are those with non-genotoxic
mechanisms of action. By definition, germ cell mutagens are genotoxic. Therefore, a Category 4 for
germ cell mutagens cannot apply. At some time in the future, it is conceivable that a Category 4 could
be established for genotoxic substances with primary targets other than DNA [e.g. purely aneugenic
substances] if research results make this seem sensible.) 5: Germ cell mutagens, the potency of which
is considered to be so low that, provided the MAK value is observed, their contribution to genetic risk
for humans is expected not to be significant.
DFG MAK Pregnancy Risk Group Classification: Group A: A risk of damage to the developing
embryo or fetus has been unequivocally demonstrated. Exposure of pregnant women can lead to
damage of the developing organism, even when MAK and BAT (Biological Tolerance Value for
Working Materials) values are observed. Group B: Currently available information indicates a risk of
damage to the developing embryo or fetus must be considered to be probable. Damage to the
developing organism cannot be excluded when pregnant women are exposed, even when MAK and
BAT values are observed. Group C: There is no reason to fear a risk of damage to the developing
embryo or fetus when MAK and BAT values are observed. Group D: Classification in one of the
groups A—C is not yet possible because, although the data available may indicate a trend, they are not
sufficient for final evaluation.
IDLH: Immediately Dangerous to Life and Health. This level represents a concentration from which
one can escape within 30-minutes without suffering escape -preventing or permanent injury.
LOQ: Limit of Quantitation.
NE: Not Established. When no exposure guidelines are established, an entry of NE is made for
reference.
NIC: Notice of Intended Change.
NIOSH CEILING: The exposure that shall not be exceeded during any part of the workday. If
instantaneous monitoring is not feasible, the ceiling shall be assumed as a 15-minute TWA exposure
(unless otherwise specified) that shall not be exceeded at any time during a workday.
NIOSH RELs: NIOSH's Recommended Exposure Limits.
PEL: OSHA's Permissible Exposure Limits. This exposure value means exactly the same as a TLV,
except that it is enforceable by OSHA. The OSHA Permissible Exposure Limits are based in the
1989 PELs and the June, 1993 Air Contaminants Rule (Federal Register: 58: 35338-35351 and 58:
40191). Both the current PELs and the vacated PELs are indicated. The phrase, "Vacated 1989 PEL"
is placed next to the PEL that was vacated by Court Order.
SKIN: Used when a there is a danger of cutaneous absorption.
STEL: Short Term Exposure Limit, usually a 15-minute time -weighted average (TWA) exposure that
should not be exceeded at any time during a workday, even if the 8-hr TWA is within the TLV-TWA,
PEL-TWA or REL-TWA.
TLV: Threshold Limit Value. An airborne concentration of a substance that represents conditions
under which it is generally believed that nearly all workers may be repeatedly exposed without
adverse effect. The duration must be considered, including the 8-hour.
TWA: Time Weighted Average exposure concentration for a conventional 8-hr (TLV, PEL) or up to
a 10-hr (REL) workday and a 40-hr workweek.
WEEL: Workplace Environmental Exposure Limits from the AIHA.
RATINGS: This rating system was developed by the National Paint and Coating Association and
has been adopted by industry to identify the degree of chemical hazards.
HEALTH HAZARD: 0 Minimal Hazard: No significant health risk, irritation of skin or eyes not
anticipated. Skin Irritation: Essentially non -irritating. Mechanical irritation may occur. PII or Draize —
0. Eye Irritation: Essentially non -irritating, minimal effects clearing in < 24 hours. Mechanical
irritation may occur. Draize = 0. Oral Toxicity LD50 Rat: > 5000 mg/kg. Dermal Toxicity LD50 Rat or
Rabbit: > 2000 mg/kg. Inhalation Toxicity 4-hrs LC50 Rat: > 20 mg/L. 1 Slight Hazard: Minor
reversible injury may occur; may irritate the stomach if swallowed; may defat the skin and exacerbate
existing dermatitis. Skin Irritation: Slightly or mildly irritating. PII or Draize > 0 < 5. Eye Irritation:
Slightly to mildly irritating, but reversible within 7 days. Draize > 0 5 25. Oral Toxicity LD5o Rat: >
500-5000 mg/kg. Dermal Toxicity LD50 Rat or Rabbit: > 1000-2000 mg/kg. Inhalation Toxicity LC5o
4-hrs Rat: > 2-20 mg/L. 2 Moderate Hazard: Temporary or transitory injury may occur; prolonged
exposure may affect the CNS. Skin Irritation: Moderately irritating; primary irritant; sensitizer. PII or
Draize >— 5, with no destruction of dermal tissue. Eye Irritation: Moderately to severely irritating;
reversible corneal opacity; corneal involvement or irritation clearing in 8-21 days. Draize = 26r100,
with reversible effects. Oral Toxicity LD5o Rat: > 50-500 mg/kg. Dermal Toxicity LD50 Rat or
Rabbit: > 200-1000 mg/kg. Inhalation Toxicity LC50 4-hrs Rat: > 0.5-2 mg/L. 3 Serious Hazard:
Major injury likely unless prompt action is taken and medical treatment is given; high level of
toxicity; corrosive. Skin Irritation: Severely irritating and/or corrosive; may cause destruction of
dermal tissue, skin burns, and dermal necrosis. PII or Draize > 5-8, with destruction of tissue. Eye
Irritation: Corrosive, irreversible destruction of ocular tissue; comeal involvement or irritation
persisting for more than 21 days. Draize > 80 with effects irreversible in 21 days. Oral Toxicity LD5o
Rat: > 1-50 mg/kg. Dermal Toxicity LD50 Rat or Rabbit: > 20-200 mg/kg. Inhalation Toxicity LC5o 4-
hrs Rat: > 0.05-0.5 mg/L.4 Severe Hazard: Life -threatening; major or permanent damage may result
from single or repeated exposures; extremely toxic; irreversible injury may result from brief contact.
Skin Irritation: Not appropriate. Do not rate as a 4, based on skin irritation alone. Eye Irritation: Not
appropriate. Do not rate as a 4, based on eye irritation alone. Oral Toxicity LD5o Rat: 5 1 mg/kg.
Dermal Toxicity LD50 Rat or Rabbit: <— 20 mg/kg. Inhalation Toxicity LC50 4-hrs Rat: <— 0.05 mg/L.
FLAMMABILITY HAZARD: 0 Minimal Hazard: Materials that will not bum in air when exposure
to a temperature of 815.5°C (1500°F) for a period of 5 minutes. 1 Slight Hazard: Materials that must
be pre -heated before ignition can occur. Material requires considerable pre -heating, under all ambient
temperature conditions before ignition and combustion can occur. This usually includes the following:
Materials that will burn in air when exposed to a temperature of 815.5°C (15007) for a period of 5
minutes or less; Liquids, solids and semisolids having a flash point at or above 93.3°C (200°F) (i.e.
OSHA Class IIIB); and Most ordinary combustible materials (e.g. wood, paper, etc.). 2 Moderate
Hazard: Materials that must be moderately heated or exposed to relatively high ambient temperatures
before ignition can occur. Materials in this degree would not, under normal conditions, form
hazardous atmospheres in air, but under high ambient temperatures or moderate heating may release
vapor in sufficient quantities to produce hazardous atmospheres with air. This usually includes the
following: Liquids having a flash -point at or above 37.8°C (1007); Solid materials in the form of
course dusts that may burn rapidly but that generally do not form explosive atmospheres; Solid
materials in a fibrous or shredded form that may burn rapidly and create flash fire hazards (e.g.
cotton, sisal, hemp); and Solids and semisolids (e.g. viscous and slow flowing as asphalt) that readily
give off flammable vapors. 3 Serious Hazard: Liquids and solids that can be ignited under almost all
ambient temperature conditions. Materials in this degree produce hazardous atmospheres with air
under almost all ambient temperatures, or, unaffected by ambient temperature, are readily ignited
under almost all conditions. This usually includes the following: Liquids having a flash point below
22.8°C (73°F) and having a boiling point at or above 38°C (IOCF) and those liquids having a flash
point at or above 22.8°C (73°F) and below 37.8°C (100°F) (i.e. OSHA Class IB and IC); Materials
that on account of their physical form or environmental conditions can form explosive mixtures with
air and are readily dispersed in air (e.g., dusts of combustible solids, mists or droplets of flammable
liquids); and Materials that bum extremely rapidly, usually by reason of self-contained oxygen (e.g.
dry nitrocellulose and many organic peroxides). 4 Severe Hazard: Materials that will rapidly or
completely vaporize at atmospheric pressure and normal ambient temperature or that are readily
dispersed in air, and that will burn readily. This usually includes the following: Flammable gases;
Flammable cryogenic materials; Any liquid or gaseous material that is liquid while under pressure
and has a flash point below 22.8°C (73°F) and a boiling point below 37.8°C (100°F) (i.e. OSHA Class
IA); and Materials that ignite spontaneously when exposed to air at a temperature of 54.4°C (130°F)
or below (pyrophoric).
Pecora 864 NST Page 7 of 9 January 10, 2013

HAZARDOUS MATERIALS IDENTIFICA
RATINGS (continued):
PHYSICAL HAZARD: 0 Water Reactivity: Materials that do not react with water. Organic
Peroxides: Materials that are normally stable, even under fire conditions and will not react with water.
Explosives: Substances that are Non -Explosive. Compressed Gases: No Rating. Pyrophorics: No
Rating. Oxidizers: No 0 rating. Unstable Reactives: Substances that will not polymerize, decompose,
condense, or self -react.). 1 Water Reactivity: Materials that change or decompose upon exposure to
moisture. Organic Peroxides: Materials that are normally stable, but can become unstable at high
temperatures and pressures. These materials may react with water, but will not release energy
violently. Explosives: Division 1.5 & 1.6 explosives. Substances that are very insensitive explosives
or that do not have a mass explosion hazard. Compressed Gases: Pressure below OSHA definition.
Pyrophorics: No Rating. Oxidizers: Packaging Group III oxidizers; Solids: any material that in either
concentration tested, exhibits a mean burning time less than or equal to the mean burning time of a
3:7 potassium bromate/cellulose mixture and the criteria for Packing Group I and II are not met.
Liquids: any material that exhibits a mean pressure rise time less than or equal to the pressure rise
time of a 1:1 nitric acid (65%)/cellulose mixture and the criteria for Packing Group I and II are not
met. Unstable Reactives: Substances that may decompose condense, or self -react, but only under
conditions of high temperature and/or pressure and have little or no potential to cause significant heat
generation or explosion hazard. Substances that readily undergo hazardous polymerization in the
absence of inhibitors. 2 Water Reactivity: Materials that may react violently with water. Organic
Peroxides: Materials that, in themselves, are normally unstable and will readily undergo violent
chemical change, but will not detonate. These materials may also react violently with water.
Explosives: Division 1.4 explosives. Explosive substances where the explosive effects are largely
confined to the package and no projection of fragments of appreciable size or range are expected. An
external fire must not cause virtually instantaneous explosion of almost the entire contents of the
package. Compressed Gases: Pressurized and meet OSHA definition but < 514.7 psi absolute at
21.1°C (70°F) [500 psig]. Pyrophorics: No Rating. Oxidizers: Packing Group II oxidizers. Solids: any
material that, either in concentration tested, exhibits a mean burning time of less than or equal to the
mean burning time of a 2:3 potassium bromate/cellulose mixture and the criteria for Packing Group I
are not met. Liquids: any material that exhibits a mean pressure rise time less than or equal to the
pressure rise of a 1:1 aqueous sodium chlorate solution (40%)/cellulose mixture and the criteria for
Packing Group I are not met. Reactives: Substances that may polymerize, decompose, condense, or
self -react at ambient temperature and/or pressure, but have a low potential (or low risk) for significant
heat generation or explosion. Substances that readily form peroxides upon exposure to air or oxygen
at room temperature.3 Water Reactivity: Materials that may form explosive reactions with water.
Organic Peroxides: Materials that are capable of detonation or explosive reaction, but require a strong
initiating source or must be heated under confinement before initiation; or materials that react
explosively with water. Explosives: Division 1.3 explosives. Explosive substances that have a fire
hazard and either a minor blast hazard or a minor projection hazard or both, but do not have a mass
explosion hazard. Compressed Gases: Pressure > 514.7 psi absolute at 21.1°C (70°F) [500 psig].
Pyrophorics: No Rating. Oxidizers: Packing Group I oxidizers. Solids: any material that, in either
concentration tested, exhibits a mean burning time less than the mean burning time of a 3:2 potassium
bromate/cellulose mixture. Liquids: any material that spontaneously ignites when mixed with
cellulose in a 1:1 ratio, or which exhibits a mean pressure rise time less than the pressure rise time of
a 1:1 perchloric acid (50%)/cellulose mixture. Unstable Reactives: Substances that may polymerize,
decompose, condense, or self -react at ambient temperature and/or pressure and have a moderate
potential (or moderate risk) to cause significant heat generation or explosion. 4 Water Reactivity:
Materials that react explosively with water without requiring heat or confinement. Organic Peroxides:
Materials that are readily capable of detonation or explosive decomposition at normal temperature and
pressures. Explosives: Division 1.1 & 1.2 explosives. Explosive substances that have a mass explosion
hazard or have a projection hazard. A mass explosion is one that affects almost the entire load
instantaneously. Compressed Gases: No Rating. Pyrophorics: Add to the definition of Flammability
4. Oxidizers: No 4 rating. Unstable Reactives: Substances that may polymerize, decompose,
condense, or self -react at ambient temperature and/or pressure and have a high potential (or high risk)
to cause significant heat generation or explosion. Pyrophorics: Add to the definition of Flammability
4. Oxidizers: No 4 rating. Unstable Reactives: Substances that may polymerize, decompose,
condense, or self -react at ambient temperature and/or pressure and have a high potential (or high risk)
to cause significant heat generation or explosion.
NATIONAL FIRE PROTECTION ASSOCIATION HAZARD RATINGS
HEALTH HAZARD: 0 Materials that, under emergency conditions, would offer no hazard beyond
that of ordinary combustible materials. Gases and vapors with an LC,for acute inhalation toxicity
greater than 10,000 ppm. Dusts and mists with an LC,for acute inhalation toxicity greater than 200
mg/L. Materials with an LDS, for acute dermal toxicity greater than 2000 mg/kg. Materials with an
LDS, for acute oral toxicity greater than 2000 mg/kg. Materials essentially non -irritating to the
respiratory tract, eyes, and skin. 1 Materials that, under emergency conditions, can cause significant
irritation. Gases and vapors with an LC50 for acute inhalation toxicity greater than 5,000 ppm but less
than or equal to 10,000 ppm. Dusts and mists with an LC5, for acute inhalation toxicity greater than
10 mg/L but less than or equal to 200 mg/L. Materials with an LDS, for acute dermal toxicity greater
than 1000 mg/kg but less than or equal to 2000 mg/kg. Materials that slightly to moderately irritate
the respiratory tract, eyes and skin. Materials with an LDS, for acute oral toxicity greater than 500
mg/kg but less than or equal to 2000 mg/kg. 2 Materials that, under emergency conditions, can cause
temporary incapacitation or residual injury. Gases with an LC50 for acute inhalation toxicity greater
than 3,000 ppm but less than or equal to 5,000 ppm. Any liquid whose saturated vapor concentration
at 20°C (687) is equal to or greater than one -fifth its LC50 for acute inhalation toxicity, if its LC5, is
less than or equal to 5000 ppm and that does not meet the criteria for either degree of hazard 3 or
degree of hazard 4. Dusts and mists with an LC,, for acute inhalation toxicity greater than 2 mg/L but
less than or equal to 10 mg/L. Materials with an LDS, for acute dermal toxicity greater than 200
mg/kg but less than or equal to 1000 mg/kg. Compressed liquefied gases with boiling points between
-30°C (-22°F) and -550C (-66.50F) that cause severe tissue damage, depending on duration of
exposure. Materials that are respiratory irritants. Materials that cause severe, but reversible irritation
to the eyes or are lachrymators. Materials that are primary skin irritants or sensitizers. Materials
whose LDS, for acute oral toxicity is greater than 50 mg/kg but less than or equal to 500 mg/kg. 3
Materials that, under emergency conditions, can cause serious or permanent injury. Gases with an
LC,for acute inhalation toxicity greater than 1,000 ppm but less than or equal to 3,000 ppm. Any
liquid whose saturated vapor concentration at 20°C (68°F) is equal to or greater its LC,, for acute
inhalation toxicity, if its LC50 is less than or equal to 3000 ppm and that does not meet the criteria for
degree of hazard 4. Dusts and mists with an LC5, for acute inhalation toxicity greater than 0.5 mg/L
but less than or equal to 2 mg/L.
DEFINITIONS OF TERMS (Continued)
TION SYSTEM HAZARD NATIONAL FIRE PROTECTION ASSOCIATION HAZARD RATINGS
(continued):
HEALTH HAZARD (continued): 3 (continued): Materials with an LD50 for acute dermal toxicity
greater than 40 mg/kg but less than or equal to 200 mg/kg. Materials that are corrosive to the
respiratory tract. Materials that are corrosive to the eyes or cause irreversible corneal opacity.
Materials corrosive to the skin. Cryogenic gases that cause frostbite and irreversible tissue damage.
Compressed liquefied gases with boiling points below -55°C (-66.5°F) that cause frostbite and
irreversible tissue damage. Materials with an LD5o for acute oral toxicity greater than 5 mg/kg but less
than or equal to 50 mg/kg. 4 Materials that, under emergency conditions, can be lethal. Gases with an
LC50 for acute inhalation toxicity less than or equal to 1,000 ppm. Any liquid whose saturated vapor
concentration at 20°C (68°F) is equal to or greater than ten times its LC5o for acute inhalation toxicity,
if its LC50 is less than or equal to 1000 ppm. Dusts and mists whose LC5o for acute inhalation toxicity
is less than or equal to 0.5 mg/L. Materials whose LD50 for acute dermal toxicity is less than or equal
to 40 mg/kg. Materials whose LD5o for acute oral toxicity is less than or equal to 5 mg/kg.
FLAMMABILITY HAZARD: 0 Materials that will not bum under typical fire conditions, including
intrinsically noncombustible materials such as concrete, stone, and sand. Materials that will not burn
in air when exposed to a temperature of 816°C (1500°F) for a period of 5 minutes in according with
Annex D of NFPA 704. 1 Materials that must be preheated before ignition can occur. Materials in this
degree require considerable preheating, under all ambient temperature conditions, before ignition and
combustion can occur: Materials that will burn in air when exposed to a temperature of 816°C
(1500°F) for a period of 5 minutes in according with Annex D of NFPA 704. Liquids, solids, and
semisolids having a flash point at or above 93.4°C (200°F) (i.e. Class IIIB liquids). Liquids with a
flash point greater than 35°C (95°F) that do not sustain combustion when tested using the Method of
Testing for Sustained Combustibility, per 49 CFR 173, Appendix H or the UN Recommendations on
the Transport of Dangerous Goods, Model Regulations (current edition) and the related Manual of
Tests and Criteria (current edition). Liquids with a flash point greater than 35°C (95°F) in a water -
miscible solution or dispersion with a water non-combustible liquid/solid content of more than 85%
by weight. Liquids that have no fire point when tested by ASTM D 92, Standard Test Method for
Flash and Fire Points by Cleveland Open Cup, up to the boiling point of the liquid or up to a
temperature at which the sample being tested shows an obvious physical change. Combustible pellets
with a representative diameter of greater than 2 min(10 mesh). Most ordinary combustible materials.
Solids containing greater than 0.5% by weight of a flammable or combustible solvent are rated by the
closed cup flash point of the solvent. 2 Materials that must be moderately heated or exposed to
relatively high ambient temperatures before ignition can occur. Materials in this degree would not
under normal conditions form hazardous atmospheres with air, but under high ambient temperatures
or under moderate heating could release vapor in sufficient quantities to produce hazardous
atmospheres with air. Liquids having a flash point at or above 37.8°C (100°F) and below 93.4°C
(200°F) (i.e. Class II and Class IIIA liquids.) Solid materials in the form of powders or coarse dusts of
representative diameter between 420 microns (40 mesh) and 2 ram (10 mesh) that burn rapidly but
that generally do not form explosive mixtures with air. Solid materials in fibrous or shredded form
that burn rapidly and create flash fire hazards, such as cotton, sisal, and hemp. Solids and semisolids
that readily give off flammable vapors. Solids containing greater than 0.5% by weight of a flammable
or combustible solvent are rated by the closed cup flash point of the solvent. 3 Liquids and solids that
can be ignited under almost all ambient temperature conditions. Materials in this degree produce
hazardous atmospheres with air under almost all ambient temperatures or, though unaffected by
ambient temperatures, are readily ignited under almost all conditions. Liquids having a flash point
below 22.8°C (73°F) and having a boiling point at or above 37.8°C (100°F) and those liquids having a
flash point at or above 22.8°C (73°F) and below 37.8°C (100°F) (i.e. Class IB and IC liquids).
Materials that on account of their physical form or environmental conditions can form explosive
mixtures with air and are readily dispersed in air. Flammable or combustible dusts with representative
diameter less than 420 microns (40 mesh). Materials that burn with extreme rapidity, usually by
reason of self-contained oxygen (e.g. dry nitrocellulose and many organic peroxides). Solids
containing greater than 0.5% by weight of a flammable or combustible solvent are rated by the closed
cup flash point of the solvent. 4 Materials that will rapidly or completely vaporize at atmospheric
pressure and normal ambient temperature or that are readily dispersed in air and will burn readily.
Flammable gases. Flammable cryogenic materials. Any liquid or gaseous materials that is liquid while
under pressure and has a flash point below 22.8°C (73°F) and a boiling point below 37.8°C (100°F)
(i.e. Class IA liquids). Materials that ignite when exposed to air, Solids containing greater than 0.5%
by weight of a flammable or combustible solvent are rated by the closed cup flash point of the
solvent.
INSTABILITY HAZARD: 0 Materials that in themselves are normally stable, even under fire
conditions. Materials that have an instantaneous power density (product of heat of reaction and
reaction rate) at 250°C (482°F) below 0.01 W/mL. Materials that do not exhibit an exotherm at
temperatures less than or equal to 500°C (932°F) when tested by differential scanning calorimetry.l
Materials that in themselves are normally stable, but that can become unstable at elevated
temperatures and pressures. Materials that have an instantaneous power density (product of heat of
reaction and reaction rate) at 250°C (482°F) at or above 0.01 W/ml, and below 10 W/mL. 2 Materials
that readily undergo violent chemical change at elevated temperatures and pressures. Materials that
have an instantaneous power density (product of heat of reaction and reaction rate) at 250°C (482°F)
at or above 10 W/mL and below 100W/mL. 3 Materials that in themselves are capable of detonation
or explosive decomposition or explosive reaction, but that require a strong initiating source or that
must be heated under confinement before initiation. Materials that have an estimated instantaneous
power density (product of heat of reaction and reaction rate) at 250°C (482°F) at or above 100 W/ml,
and below 1000 W/mL. Materials that are sensitive to thermal or mechanical shock at elevated
temperatures and pressures. 4 Materials that in themselves are readily capable of detonation or
explosive decomposition or explosive reaction at normal temperatures and pressures. Materials that
are sensitive to localized thermal or mechanical shock at normal temperatures and pressures.
Materials that have an estimated instantaneous power density (product of heat of reaction and reaction
rate) at 250°C (482°F) of 1000 W/mL or greater.
FLAMMABILITY LIMITS IN AIR:
Much of the information related to fire and explosion is derived from the National Fire Protection
Association (NFPA). Flash Point: Minimum temperature at which a liquid gives off sufficient vapor
to form an ignitable mixture with air near the surface of the liquid or within the test vessel used.
Autoienition Temperature: Minimum temperature of a solid, liquid, or gas required to initiate or cause
self -sustained combustion in air with no other source of ignition. LEL: Lowest concentration of a
flammable vapor or gas/air mixture that will ignite and burn with a flame. UEL: Highest
concentration of a flammable vapor or gas/air mixture that will ignite and burn with a flame.
Pecora 864 NST Page 8 of 9 January 10, 2013

DEFINITIONS OF TERMS (Continued)
TOXICOLOGICAL INFORMATION:
Human and Animal Toxicology: Possible health hazards as derived from human data, animal
studies, or from the results of studies with similar compounds are presented. LD5_,,: Lethal Dose
(solids & liquids) that kills 50% of the exposed animals. LC,o: Lethal Concentration (gases) that
kills 50% of the exposed animals. ppm: Concentration expressed in parts of material per million
parts of air or water. me/m3: Concentration expressed in weight of substance per volume of air.
mg/kg: Quantity of material, by weight, administered to a test subject, based on their body weight in
kg. TDLo: Lowest dose to cause a symptom. TCLo: Lowest concentration to cause a symptom.
TDo, LDLo, and LDo, or TC, TCo, LCLo, and LCo: Lowest dose (or concentration) to cause lethal
or toxic effects. Cancer Information: IARC: International Agency for Research on Cancer. NTP:
National Toxicology Program. RTECS: Registry of Toxic Effects of Chemical Substances. IARC
and NTP rate chemicals on a scale of decreasing potential to cause human cancer with rankings from
1 to 4. Subrankings (2A, 2B, etc.) are also used. Other Information: BEI: ACGIH Biological
Exposure Indices, represent the levels of determinants which are most likely to be observed in
specimens collected from a healthy worker who has been exposed to chemicals to the same extent as
a worker with inhalation exposure to the TLV.
REPRODUCTIVE INFORMATION: A mutagen is a chemical that causes permanent
changes to genetic material (DNA) such that the changes will propagate through generational
lines. An embrvotoxin is a chemical that causes damage to a developing embryo (i.e. within the
first eight weeks of pregnancy in humans), but the damage does not propagate across
generational lines. A teratoeen is a chemical that causes damage to a developing fetus, but the
damage does not propagate across generational lines. A reproductive toxin is any substance that
interferes in any way with the reproductive process.
ECOLOGICAL INFORMATION:
EC: Effect concentration in water. BCF: Bioconcentration Factor, which is used to determine if a
substance will concentrate in life forms that consume contaminated plant or animal matter. TLm:
Median threshold limit. log Koo, or log Kcc: Coefficient of OilfWater Distribution is used to assess a
substance's behavior in the environment.
REGULATORY INFORMATION: This section explains the impact of various laws and
regulations on the material.
U.S.:
EPA: U.S. Environmental Protection Agency. ACGIH: American Conference of Governmental
Industrial Hygienists, a professional association that establishes exposure limits. OSHA: U.S.
Occupational Safety and Health Administration. NIOSH: National Institute of Occupational Safety
and Health, which is the research arm of OSHA. DOT: U.S. Department of Transportation. TC:
Transport Canada. SARA: Superfund Amendments and Reauthorization Act. TSCA: U.S. Toxic
Substance Control Act. CERCLA: Comprehensive Environmental Response, Compensation, and
Liability Act. Marine Pollutant status according to the DOT; CERCLA or Superfund; and various
state regulations. This section also includes information on the precautionary warnings that appear
on the material's package label.
CANADA:
WHMIS: Canadian Workplace Hazardous Materials Information System. TC: Transport Canada.
DSL/NDSL: Canadian Domestic/Non-Domestic Substances List.
Pecora 864 NST Page 9 of 9 January 10, 2013

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
18 00 [3029] Nov 26, 2019
PRODUCT NUMBER
B20W 12651
PRODUCT NAME
PROMARO 200 Zero VOC Interior Latex Eg-Shel, Extra White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Ave.
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B20W12651 = I Chronic
Product Weight Specific Gravity FLASH POINT
10.82 lb/gal 1.30 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
46
58
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
B20W12651
LB/Gal
g/L
Coating Density
10.82
1296
By wt
By vol
Total Volatiles
45.7%
57.9%
Federally exempt solvents
Water
45.7%
57.9%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
54.3%
42.1 %
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.00
page 1 of 3

B20W12651
Volatile Organic Compounds - California
B20W12651
LB/Gal
g/L
Coating Density
10.82
1296
By wt
By vol
Total Volatiles
45.7%
57.9%
Exempt solvents
Water
45.7%
57.9%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
54.3%
42.1 %
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.00
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B20W12651
LB/Gal
g/L
Coating Density
10.82
1296
By wt
By vol
Total Volatiles
45.7%
57.9%
Exempt solvents
Water
45.7%
57.9%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
54.3%
42.1 %
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B20W12651
By wt
By vol
Total Volatiles
46.0%
58.2%
VOC Content
LB/Gal
g/L
Total
0.02
3
Volatile Organic Compounds - EU Directive 2010/75/EU
B20W12651
By wt
By vol
Total Volatiles
45.7%
57.9%
VOC Content
LB/Gal
g/L
Total
0.00
0
page 2 of 3

B20W12651
Volatile Organic Compounds - Mexico
B20W12651
LB/Gal
g/L
Coating Density
10.82
1296
By wt
By vol
Total Volatiles
45.7%
57.9%
Exempt solvents
Water
45.7%
57.9%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
54.3%
42.1 %
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B20W12651
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
10.82 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 3 of 3

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
47 00 [2439] Nov 25, 2019
PRODUCT NUMBER
B25W25
PRODUCT NAME
PrepRite@ Interior/Exterior Latex Block Filler, White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
1325W25 = I Acute I Chronic
Product Weight Specific Gravity FLASH POINT
13.47 lb/gal 1.62 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
31
50
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
B25W25
LB/Gal
g/L
Coating Density
13.47
1614
By wt
By vol
Total Volatiles
32.1%
52.0%
Federally exempt solvents
Water
30.8%
49.9%
Organic Volatiles
1.4%
2.1%
Percent Non -Volatile
67.9%
48.0%
VOC Content
LB/Gal
g/L
Total
0.18
21
Less exempt solvents
0.36
43
Of solids
0.37
45
Of solids
0.01 lb/lb
0.01 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.03
page 1 of 3

B25W25
Volatile Organic Compounds - California
B25W25
LB/Gal
g/L
Coating Density
13.47
1614
By wt
By vol
Total Volatiles
32.1 %
52.0%
Exempt solvents
Water
30.8%
49.9%
Organic Volatiles
1.4%
2.1%
Percent Non -Volatile
67.9%
48.0%
VOC Content
LB/Gal
g/L
Total
0.18
21
Less exempt solvents
0.36
43
Of solids
0.37
45
Of solids
0.01 lb/lb
0.01 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.03
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B25W25
LB/Gal
g/L
Coating Density
13.47
1614
By wt
By vol
Total Volatiles
32.1%
52.0%
Exempt solvents
Water
30.8%
49.9%
Organic Volatiles
1.4%
2.1%
Percent Non -Volatile
67.9%
48.0%
VOC Content
LB/Gal
g/L
Total
0.18
21
Less exempt solvents
0.36
43
Of solids
0.37
45
Of solids
0.01 lb/lb
0.01 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B25W25
By wt
By vol
Total Volatiles
31.7%
51.3%
VOC Content
LB/Gal
g/L
Total
0.12
14
Volatile Organic Compounds - EU Directive 2010/75/EU
B25W25
By wt
By vol
Total Volatiles
31.7%
51.2%
VOC Content
LB/Gal
g/L
Total
0.12
14
page 2 of 3

B25W25
Volatile Organic Compounds - Mexico
B25W25
LB/Gal
g/L
Coating Density
13.47
1614
By wt
By vol
Total Volatiles
32.1 %
52.0%
Exempt solvents
Water
30.8%
49.9%
Organic Volatiles
1.4%
2.1%
Percent Non -Volatile
67.9%
48.0%
VOC Content
LB/Gal
g/L
Total
0.18
21
Less exempt solvents
0.36
43
Of solids
0.37
45
Of solids
0.01 lb/lb
0.01 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B25W25
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
8.71 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 3 of 3

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
02 00 [2558] Nov 26, 2019
PRODUCT NUMBER
B66W 1310
PRODUCT NAME
PRO INDUSTRIALTM PRO-CRYLO Universal Acrylic Primer, Off White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B66W1310 = I Acute i Chronic
Product Weight Specific Gravity FLASH POINT
10.09 lb/gal 1.21 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
50
60
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
B66W1310
LB/Gal
g/L
Coating Density
10.09
1209
By wt
By vol
Total Volatiles
51.1 %
62.3%
Federally exempt solvents
Water
49.6%
60.1%
Non -Organic Volatiles
Ammonium Hydroxide
0.1%
0.2%
Organic Volatiles
1.3%
1.8%
Percent Non -Volatile
48.9%
37.7%
VOC Content
LB/Gal
g/L
Total
0.13
15
Less exempt solvents
0.33
39
Of solids
0.35
42
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.3%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.02
page 1 of 4

B66W1310
Volatile Organic Compounds - California
B66W1310
LB/Gal
g/L
Coating Density
10.09
1209
By wt
By vol
Total Volatiles
51.1 %
62.3%
Exempt solvents
Water
49.6%
60.1 %
Non -Organic Volatiles
Ammonium Hydroxide
0.1%
0.2%
Organic Volatiles
1.4%
1.9%
Percent Non -Volatile
48.9%
37.7%
VOC Content
LB/Gal
g/L
Total
0.14
17
Less exempt solvents
0.35
42
Of solids
0.37
45
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.4%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.02
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B66W1310
LB/Gal
g/L
Coating Density
10.09
1209
By wt
By vol
Total Volatiles
51.1 %
62.3%
Exempt solvents
Water
49.6%
60.1%
Non -Organic Volatiles
Ammonium Hydroxide
0.1%
0.2%
Organic Volatiles
1.4%
1.9%
Percent Non -Volatile
48.9%
37.7%
VOC Content
LB/Gal
g/L
Total
0.14
17
Less exempt solvents
0.35
42
Of solids
0.37
45
Of solids
0.02 lb/lb
0.02 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B66W1310
By wt
By vol
Total Volatiles
51.1%
62.3%
VOC Content
LB/Gal
g/L
Total
0.14
17
page 2 of 4

B66W1310
Volatile Organic Compounds - EU Directive 2010/75/EU
B66W1310
By wt
By vol
Total Volatiles
50.1 %
60.9%
VOC Content
LB/Gal
g/L
Total
0.03
4
Volatile Organic Compounds - Mexico
B66W1310
LB/Gal
g/L
Coating Density
10.09
1209
By wt
By vol
Total Volatiles
51.1 %
62.3%
Exempt solvents
Water
49.6%
60.1%
Non -Organic Volatiles
Ammonium Hydroxide
0.1%
0.2%
Organic Volatiles
1.4%
1.9%
Percent Non -Volatile
48.9%
37.7%
VOC Content
LB/Gal
g/L
Total
0.14
17
Less exempt solvents
0.35
42
Of solids
0.37
45
Of solids
0.02 lb/lb
0.02 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B66W1310
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
7.19 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
page 3 of 4

B66W1310
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 4 of 4

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
06 00 [2449] Nov 25, 2019
PRODUCT NUMBER
B34W 1851
PRODUCT NAME
ProClassic® Interior Waterbased Acrylic -Alkyd Semi -Gloss, Extra White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B34W1851 = I Chronic
Product Weight Specific Gravity FLASH POINT
10.40 lb/gal 1.25 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Propylene Glycol
N
N
N
N
1
1
57-55-6
Water
N
N
N
N
50
63
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
B34W1851
LB/Gal
g/L
Coating Density
10.40
1246
By wt
By vol
Total Volatiles
51.6%
65.0%
Federally exempt solvents
Water
50.3%
64.2%
2-Amino-2-Methyl-1
Propanol
0.1 %
0.2%
Organic Volatiles
1.2%
1.4%
Percent Non -Volatile
48.4%
35.0%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.33
39
Of solids
0.34
41
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.05
page 1 of 3

B34W1851
Volatile Organic Compounds - California
B34W1851
LB/Gal
g/L
Coating Density
10.40
1246
By wt
By vol
Total Volatiles
51.6%
65.0%
Exempt solvents
Water
50.3%
64.2%
Organic Volatiles
1.3%
1.6%
Percent Non -Volatile
48.4%
35.0%
VOC Content
LB/Gal
g/L
Total
0.13
16
Less exempt solvents
0.36
43
Of solids
0.38
45
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.1 %
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.03
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B34W1851
LB/Gal
g/L
Coating Density
10.40
1246
By wt
By vol
Total Volatiles
51.6%
65.0%
Exempt solvents
Water
50.3%
64.2%
Organic Volatiles
1.3%
1.6%
Percent Non -Volatile
48.4%
35.0%
VOC Content
LB/Gal
g/L
Total
0.13
16
Less exempt solvents
0.36
43
Of solids
0.38
45
Of solids
0.02 lb/lb
0.02 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B34W1851
By wt
By vol
Total Volatiles
51.6%
65.0%
VOC Content
LB/Gal
g/L
Total
0.13
16
Volatile Organic Compounds - EU Directive 2010/75/EU
B34W1851
By wt
By vol
Total Volatiles
51.6%
65.0%
VOC Content
LB/Gal
g/L
Total
0.13
16
page 2 of 3

B34W1851
Volatile Organic Compounds - Mexico
B34W1851
LB/Gal
g/L
Coating Density
10.40
1246
By wt
By vol
Total Volatiles
51.6%
65.0%
Exempt solvents
Water
50.3%
64.2%
Organic Volatiles
1.3%
1.6%
Percent Non -Volatile
48.4%
35.0%
VOC Content
LB/Gal
g/L
Total
0.13
16
Less exempt solvents
0.36
43
Of solids
0.38
45
Of solids
0.02 lb/lb
0.02 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B34W1851
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
8.54 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
This product contains iron(1+), chloro[rel-1,5-dimethyl (1 R,2S,4R,5S)-9,9-dihydroxy-3-methyl-2,4-di(2-pyridinyl-.kappa. N)-7-[(2-
pyridinyl-.kappa. N)methyl]-3,7-diazabicyclo[3.3.1]nonane-1,5-dicarboxylate-.kappa. N3,.kappa. N7]- chloride (1:1), (OC-6-63)- (CAS No.
478945-46-9) which is subject to a SNUB (Significant New Use Rule) codified as 40 CFR 721.10414. Refer to 40 CFR 721.10414 to
ensure compliance with the SNUR requirements.
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 3 of 3

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
29 00 [2407] Nov 26, 2019
PRODUCT NUMBER
B50WZ4
PRODUCT NAME
KEM BOND® HS High Solids Alkyd Universal Metal Primer, Off White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B50WZ4 = I Acute I Chronic I Fire
Product Weight Specific Gravity FLASH POINT
13.73 lb/gal 1.65 99 IF PMCC
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Ethylbenzene
N
Y
Y
Y
2
3
100-41-4
Xylene
N
Y
Y
Y
9
16
1330-20-7
Methyl n-Propyl Ketone
N
N
N
N
1
3
107-87-9
Methyl Isobutyl Ketone
N
Y
Y
Y
0.2
< 1
108-10-1
Methyl n-Amyl Ketone
N
N
N
N
7
13
110-43-0
Regulated Compounds
SARA 302 EHS
ICERCLA
I SARA 313 TC
HAPS 112
% by Weight
% by Volume
Zinc (as Zn)
I N
IY
IY
N
IN
11
Zinc Compound
I N
I N
IY
12
page 1 of 4

B50WZ4
Volatile Organic Compounds - U.S. EPA / Canada
B50WZ4
LB/Gal
g/L
Coating Density
13.73
1644
By wt
By vol
Total Volatiles
18.9%
37.2%
Federally exempt solvents
Water
0.1 %
0.1 %
Organic Volatiles
18.8%
37.1%
Percent Non -Volatile
81.1 %
62.8%
VOC Content
LB/Gal
g/L
Total
2.58
310
Less exempt solvents
2.58
310
Of solids
4.12
493
Of solids
0.23 lb/lb
0.23 kg/kg
By wt
By wt LVP-VOC
18.8%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.93
Volatile Organic Compounds - California
B50WZ4
LB/Gal
g/L
Coating Density
13.73
1644
By wt
By vol
Total Volatiles
18.9%
37.2%
Exempt solvents
Water
0.1 %
0.1 %
Organic Volatiles
18.8%
37.1%
Percent Non -Volatile
81.1 %
62.8%
VOC Content
LB/Gal
g/L
Total
2.58
310
Less exempt solvents
2.58
310
Of solids
4.12
493
Of solids
0.23 lb/lb
0.23 kg/kg
By wt
By wt LVP-VOC
18.8%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.90
page 2 of 4

B50WZ4
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B50WZ4
LB/Gal
g/L
Coating Density
13.73
1644
By wt
By vol
Total Volatiles
18.9%
37.2%
Exempt solvents
Water
0.1 %
0.1 %
Organic Volatiles
18.8%
37.1%
Percent Non -Volatile
81.1 %
62.8%
VOC Content
LB/Gal
g/L
Total
2.58
310
Less exempt solvents
2.58
310
Of solids
4.12
493
Of solids
0.23 lb/lb
0.23 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B50WZ4
By wt
By vol
Total Volatiles
18.9%
37.3%
VOC Content
LB/Gal
g/L
Total
2.59
310
Volatile Organic Compounds - EU Directive 2010/75/EU
B50WZ4
By wt
By vol
Total Volatiles
18.9%
37.2%
VOC Content
LB/Gal
g/L
Total
2.58
310
Volatile Organic Compounds - Mexico
B50WZ4
LB/Gal
g/L
Coating Density
13.73
1644
By wt
By vol
Total Volatiles
18.9%
37.2%
Exempt solvents
Water
0.1 %
0.1 %
Organic Volatiles
18.8%
37.1%
Percent Non -Volatile
81.1 %
62.8%
VOC Content
LB/Gal
g/L
Total
2.58
310
Less exempt solvents
2.58
310
Of solids
4.12
493
Of solids
0.23 lb/lb
0.23 kg/kg
page 3 of 4

B50WZ4
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B50WZ4
LB/Gal
kg/L
Volatile HAPS
1.42
0.170
Of solids
2.27
0.272
Of solids
0.12 lb/lb
0.12 kg/kg
Air Quality Data
Density of Organic Solvent Blend
6.97 lb/gal
Photochemically Reactive
Yes
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product may be hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Waste must be tested for ignitability to determine the applicable EPA hazardous waste numbers.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 4 of 4

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
14 00 [2439] Nov 26, 2019
PRODUCT NUMBER
B42W181
PRODUCT NAME
PRO INDUSTRIALTM Waterborne Acrylic Dryfall - Flat, White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B42W181 = I Acute I Chronic
Product Weight Specific Gravity FLASH POINT
11.30 lb/gal 1.36 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
54
74
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
B42W181
LB/Gal
g/L
Coating Density
11.30
1354
By wt
By vol
Total Volatiles
55.1%
74.8%
Federally exempt solvents
Water
54.3%
73.6%
2-Amino-2-Methyl-1
Propanol
0.3%
0.4%
Organic Volatiles
0.5%
0.7%
Percent Non -Volatile
44.9%
25.2%
VOC Content
LB/Gal
g/L
Total
0.05
6
Less exempt solvents
0.20
24
Of solids
0.20
24
Of solids
0.01 lb/lb
0.01 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.04
page 1 of 3

B42W181
Volatile Organic Compounds - California
B42W181
LB/Gal
g/L
Coating Density
11.30
1354
By wt
By vol
Total Volatiles
55.1 %
74.8%
Exempt solvents
Water
54.3%
73.6%
Organic Volatiles
0.8%
1.1%
Percent Non -Volatile
44.9%
25.2%
VOC Content
LB/Gal
g/L
Total
0.08
10
Less exempt solvents
0.32
38
Of solids
0.33
40
Of solids
0.01 lb/lb
0.01 kg/kg
By wt
By wt LVP-VOC
0.3%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.00
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B42W181
LB/Gal
g/L
Coating Density
11.30
1354
By wt
By vol
Total Volatiles
55.1%
74.8%
Exempt solvents
Water
54.3%
73.6%
Organic Volatiles
0.8%
1.1%
Percent Non -Volatile
44.9%
25.2%
VOC Content
LB/Gal
g/L
Total
0.08
10
Less exempt solvents
0.32
38
Of solids
0.33
40
Of solids
0.01 lb/lb
0.01 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B42W181
By wt
By vol
Total Volatiles
54.6%
74.1 %
VOC Content
LB/Gal
g/L
Total
0.03
4
Volatile Organic Compounds - EU Directive 2010/75/EU
B42W181
By wt
By vol
Total Volatiles
54.6%
74.1 %
VOC Content
LB/Gal
g/L
Total
0.03
4
page 2 of 3

B42W181
Volatile Organic Compounds - Mexico
B42W181
LB/Gal
g/L
Coating Density
11.30
1354
By wt
By vol
Total Volatiles
55.1 %
74.8%
Exempt solvents
Water
54.3%
73.6%
Organic Volatiles
0.8%
1.1%
Percent Non -Volatile
44.9%
25.2%
VOC Content
LB/Gal
g/L
Total
0.08
10
Less exempt solvents
0.32
38
Of solids
0.33
40
Of solids
0.01 lb/lb
0.01 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B42W181
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
7.82 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 3 of 3

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
18 00 [18091 Nov 26, 2019
PRODUCT NUMBER
B66W 1151
PRODUCT NAME
PRO INDUSTRIALTm DTM Acrylic Semi -Gloss, Extra White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B66W1151 = I Acute I Chronic
Product Weight Specific Gravity FLASH POINT
10.21 lb/gal 1.23 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Trimethylpentanediol Isobutyrate
N
N
N
N
1
2
25265-77-4
Water
N
N
N
N
48
59
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
l366W1151
LB/Gal
g/L
Coating Density
10.21
1222
By wt
By vol
Total Volatiles
49.1%
60.2%
Federally exempt solvents
Water
47.8%
58.6%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.9%
39.8%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.29
35
Of solids
0.31
37
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.01
page 1 of 3

B66W1151
Volatile Organic Compounds - California
B66W1151
LB/Gal
g/L
Coating Density
10.21
1222
By wt
By vol
Total Volatiles
49.1 %
60.2%
Exempt solvents
Water
47.8%
58.6%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.9%
39.8%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.29
35
Of solids
0.31
37
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.01
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B66W1151
LB/Gal
g/L
Coating Density
10.21
1222
By wt
By vol
Total Volatiles
49.1%
60.2%
Exempt solvents
Water
47.8%
58.6%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.9%
39.8%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.29
35
Of solids
0.31
37
Of solids
0.02 lb/lb
0.02 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B66W1151
By wt
By vol
Total Volatiles
47.9%
58.7%
VOC Content
LB/Gal
g/L
Total
0.00
0
Volatile Organic Compounds - EU Directive 2010/75/EU
B66W1151
By wt
By vol
Total Volatiles
47.9%
58.7%
VOC Content
LB/Gal
g/L
Total
0.00
0
page 2 of 3

B66W1151
Volatile Organic Compounds - Mexico
B66W1151
LB/Gal
g/L
Coating Density
10.21
1222
By wt
By vol
Total Volatiles
49.1 %
60.2%
Exempt solvents
Water
47.8%
58.6%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.9%
39.8%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.29
35
Of solids
0.31
37
Of solids
0.02 lb/lb
0.02 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B66W1151
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
8.01 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 3 of 3

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
27 00 [2969] Nov 25, 2019
PRODUCT NUMBER
B28W2600
PRODUCT NAME
PROMARO 200 Zero VOC Interior Latex Primer, White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B28W2600 = I Acute i Chronic
Product Weight Specific Gravity FLASH POINT
10.77 lb/gal 1.30 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
57
74
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
B28W2600
LB/Gal
g/L
Coating Density
10.77
1290
By wt
By vol
Total Volatiles
57.0%
73.8%
Federally exempt solvents
Water
57.0%
73.8%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
43.0%
26.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.00
page 1 of 3

B28W2600
Volatile Organic Compounds - California
B28W2600
LB/Gal
g/L
Coating Density
10.77
1290
By wt
By vol
Total Volatiles
57.0%
73.8%
Exempt solvents
Water
57.0%
73.8%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
43.0%
26.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.00
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B28W2600
LB/Gal
g/L
Coating Density
10.77
1290
By wt
By vol
Total Volatiles
57.0%
73.8%
Exempt solvents
Water
57.0%
73.8%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
43.0%
26.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B28W2600
By wt
By vol
Total Volatiles
57.0%
73.8%
VOC Content
LB/Gal
g/L
Total
0.00
0
Volatile Organic Compounds - EU Directive 2010/75/EU
B28W2600
By wt
By vol
Total Volatiles
57.0%
73.8%
VOC Content
LB/Gal
g/L
Total
0.00
0
page 2 of 3

B28W2600
Volatile Organic Compounds - Mexico
B28W2600
LB/Gal
g/L
Coating Density
10.77
1290
By wt
By vol
Total Volatiles
57.0%
73.8%
Exempt solvents
Water
57.0%
73.8%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
43.0%
26.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B28W2600
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
14.92 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 3 of 3

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
13 00 [23681 Nov 26, 2019
PRODUCT NUMBER
B70W8111
PRODUCT NAME
ARMORSEALOO 8100 Epoxy - Gloss (Part A), Extra White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B70W8111 = I Acute i Chronic
Product Weight Specific Gravity FLASH POINT
10.30 lb/gal 1.24 N.A.
AS MIXED (as per product data sheet): Catalyzed 4 parts A to 1 part B, unreduced
AS MIXED
Product Weight Specific Gravity FLASH POINT
9.97 lb/gal 1.20 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
47
56
7732-18-5
Volatile Ingredients AS MIXED
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
50
59
7732-18-5
page 1 of 4

1370W8111
Volatile Organic Compounds - U.S. EPA / Canada
1370W8111
AS MIXED
Catalyzed 4 parts A to 1 part B, unreduced
LB/Gal
g/L
LB/Gal
g/L
Coating Density
10.30
1233
9.97
1194
By wt
By vol
By wt
By vol
Total Volatiles
46.9%
56.4%
50.3%
59.0%
Federally exempt solvents
Water
46.9%
56.3%
50.3%
58.9%
Organic Volatiles
0.0%
0.0%
0.0%
0.0%
Percent Non -Volatile
53.1 %
43.6%
49.7%
41.0%
VOC Content
LB/Gal
g/L
LB/Gal
g/L
Total
0.00
0
0.00
0
Less exempt solvents
0.00
0
0.00
0
Of solids
0.00
0
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
0.00 lb/lb
0.00 kg/kg
By wt
By wt
By wt LVP-VOC
0.0%
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.00
AS MIXED Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.00
Volatile Organic Compounds - California
1370W8111
AS MIXED
Catalyzed 4 parts A to 1 part B, unreduced
LB/Gal
g/L
LB/Gal
g/L
Coating Density
10.30
1233
9.97
1194
By wt
By vol
By wt
By vol
Total Volatiles
46.9%
56.4%
50.3%
59.0%
Exempt solvents
Water
46.9%
56.3%
50.3%
58.9%
Organic Volatiles
0.0%
0.0%
0.0%
0.0%
Percent Non -Volatile
53.1 %
43.6%
49.7%
41.0%
VOC Content
LB/Gal
g/L
LB/Gal
g/L
Total
0.00
0
0.00
0
Less exempt solvents
0.00
0
0.00
0
Of solids
0.00
0
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
0.00 lb/lb
0.00 kg/kg
By wt
By wt
By wt LVP-VOC
0.0%
0.0%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.00
AS MIXED Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.00
page 2 of 4

B70W8111
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B70W8111
AS MIXED
Catalyzed 4 parts A to 1 part B, unreduced
LB/Gal
g/L
LB/Gal
g/L
Coating Density
10.30
1233
9.97
1194
By wt
By vol
By wt
By vol
Total Volatiles
46.9%
56.4%
50.3%
59.0%
Exempt solvents
Water
46.9%
56.3%
50.3%
58.9%
Organic Volatiles
0.0%
0.0%
0.0%
0.0%
Percent Non -Volatile
53.1 %
43.6%
49.7%
41.0%
VOC Content
LB/Gal
g/L
LB/Gal
g/L
Total
0.00
0
0.00
0
Less exempt solvents
0.00
0
0.00
0
Of solids
0.00
0
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
0.00 lb/lb
0.00 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B70W8111
AS MIXED
Catalyzed 4 parts A to 1 part B, unreduced
By wt
By vol
By wt
By vol
Total Volatiles
46.9%
56.3%
50.3%
58.9%
VOC Content
LB/Gal
g/L
LB/Gal
g/L
Total
0.00
0
0.00
0
Volatile Organic Compounds - EU Directive 2010/75/EU
B70W8111
AS MIXED
Catalyzed 4 parts A to 1 part B, unreduced
By wt
By vol
By wt
By vol
Total Volatiles
46.9%
56.3%
50.3%
58.9%
VOC Content
LB/Gal
g/L
LB/Gal
g/L
Total
0.00
0
0.00
0
Volatile Organic Compounds - Mexico
B70W8111
AS MIXED
Catalyzed 4 parts A to 1 part B, unreduced
LB/Gal
g/L
LB/Gal
g/L
Coating Density
10.30
1233
9.97
1194
By wt
By vol
By wt
By vol
Total Volatiles
46.9%
56.4%
50.3%
59.0%
Exempt solvents
Water
46.9%
56.3%
50.3%
58.9%
Organic Volatiles
0.0%
0.0%
0.0%
0.0%
Percent Non -Volatile
53.1%
43.6%
49.7%
41.0%
VOC Content
LB/Gal
g/L
LB/Gal
g/L
Total
0.00
0
0.00
0
Less exempt solvents
0.00
0
0.00
0
Of solids
0.00
0
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
0.00 lb/lb
0.00 kg/kg
page 3 of 4

B70W8111
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B70W8111
AS MIXED
Catalyzed 4 parts A to 1 part B, unreduced
LB/Gal
kg/L
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
0.00
0.000
Of solids
0.00
0.000
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kgl
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
7.49 lb/gal
Photochemically Reactive
No
Density of Organic Solvent Blend AS MIXED
7.53 lb/gal
Photochemically Reactive AS MIXED
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
US EPA TSCA: AS MIXED
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against: AS MIXED
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 4 of 4

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
27 00 [2969] Nov 25, 2019
PRODUCT NUMBER
B28W2600
PRODUCT NAME
PROMARO 200 Zero VOC Interior Latex Primer, White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B28W2600 = I Acute i Chronic
Product Weight Specific Gravity FLASH POINT
10.77 lb/gal 1.30 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
57
74
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
B28W2600
LB/Gal
g/L
Coating Density
10.77
1290
By wt
By vol
Total Volatiles
57.0%
73.8%
Federally exempt solvents
Water
57.0%
73.8%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
43.0%
26.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.00
page 1 of 3

B28W2600
Volatile Organic Compounds - California
B28W2600
LB/Gal
g/L
Coating Density
10.77
1290
By wt
By vol
Total Volatiles
57.0%
73.8%
Exempt solvents
Water
57.0%
73.8%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
43.0%
26.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.00
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B28W2600
LB/Gal
g/L
Coating Density
10.77
1290
By wt
By vol
Total Volatiles
57.0%
73.8%
Exempt solvents
Water
57.0%
73.8%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
43.0%
26.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B28W2600
By wt
By vol
Total Volatiles
57.0%
73.8%
VOC Content
LB/Gal
g/L
Total
0.00
0
Volatile Organic Compounds - EU Directive 2010/75/EU
B28W2600
By wt
By vol
Total Volatiles
57.0%
73.8%
VOC Content
LB/Gal
g/L
Total
0.00
0
page 2 of 3

B28W2600
Volatile Organic Compounds - Mexico
B28W2600
LB/Gal
g/L
Coating Density
10.77
1290
By wt
By vol
Total Volatiles
57.0%
73.8%
Exempt solvents
Water
57.0%
73.8%
Organic Volatiles
0.0%
0.0%
Percent Non -Volatile
43.0%
26.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Less exempt solvents
0.00
0
Of solids
0.00
0
Of solids
0.00 lb/lb
0.00 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B28W2600
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
14.92 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 3 of 3

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
07 00 [1809] Nov 26, 2019
PRODUCT NUMBER
K45 W 1151
PRODUCT NAME
PRO INDUSTRIALTM Pre -Catalyzed Waterbased Epoxy Eg-Shel, Extra White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
K45W1151 = I Chronic
Product Weight Specific Gravity FLASH POINT
10.57 lb/gal 1.27 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
48
62
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
K45W1151
LB/Gal
g/L
Coating Density
10.57
1266
By wt
By vol
Total Volatiles
49.9%
63.7%
Federally exempt solvents
Water
48.4%
62.8%
Non -Organic Volatiles
Ammonium Hydroxide
0.3%
0.4%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.1 %
36.3%
VOC Content
LB/Gal
g/L
Total
0.12
15
Less exempt solvents
0.32
39
Of solids
0.34
41
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.01
page 1 of 4

K45W1151
Volatile Organic Compounds - California
K45W1151
LB/Gal
g/L
Coating Density
10.57
1266
By wt
By vol
Total Volatiles
49.9%
63.7%
Exempt solvents
Water
48.4%
62.8%
Non -Organic Volatiles
Ammonium Hydroxide
0.3%
0.4%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.1 %
36.3%
VOC Content
LB/Gal
g/L
Total
0.12
15
Less exempt solvents
0.32
39
Of solids
0.34
41
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.01
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
K45W1151
LB/Gal
g/L
Coating Density
10.57
1266
By wt
By vol
Total Volatiles
49.9%
63.7%
Exempt solvents
Water
48.4%
62.8%
Non -Organic Volatiles
Ammonium Hydroxide
0.3%
0.4%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.1 %
36.3%
VOC Content
LB/Gal
g/L
Total
0.12
15
Less exempt solvents
0.32
39
Of solids
0.34
41
Of solids
0.02 lb/lb
0.02 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
K45W1151
By wt
By vol
Total Volatiles
49.0%
62.6%
VOC Content
LB/Gal
g/L
Total
0.03
4
page 2 of 4

K45W1151
Volatile Organic Compounds - EU Directive 2010/75/EU
K45W1151
By wt
By vol
Total Volatiles
48.7%
62.2%
VOC Content
LB/Gal
g/L
Total
0.00
0
Volatile Organic Compounds - Mexico
K45W1151
LB/Gal
g/L
Coating Density
10.57
1266
By wt
By vol
Total Volatiles
49.9%
63.7%
Exempt solvents
Water
48.4%
62.8%
Non -Organic Volatiles
Ammonium Hydroxide
0.3%
0.4%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.1 %
36.3%
VOC Content
LB/Gal
g/L
Total
0.12
15
Less exempt solvents
0.32
39
Of solids
0.34
41
Of solids
0.02 lb/lb
0.02 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
K45W1151
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
7.53 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
page 3 of 4

K45W1151
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 4 of 4

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
02 00 [2558] Nov 26, 2019
PRODUCT NUMBER
B66W 1310
PRODUCT NAME
PRO INDUSTRIALTM PRO-CRYLO Universal Acrylic Primer, Off White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B66W1310 = I Acute i Chronic
Product Weight Specific Gravity FLASH POINT
10.09 lb/gal 1.21 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Water
N
N
N
N
50
60
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
B66W1310
LB/Gal
g/L
Coating Density
10.09
1209
By wt
By vol
Total Volatiles
51.1 %
62.3%
Federally exempt solvents
Water
49.6%
60.1%
Non -Organic Volatiles
Ammonium Hydroxide
0.1%
0.2%
Organic Volatiles
1.3%
1.8%
Percent Non -Volatile
48.9%
37.7%
VOC Content
LB/Gal
g/L
Total
0.13
15
Less exempt solvents
0.33
39
Of solids
0.35
42
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.3%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.02
page 1 of 4

B66W1310
Volatile Organic Compounds - California
B66W1310
LB/Gal
g/L
Coating Density
10.09
1209
By wt
By vol
Total Volatiles
51.1 %
62.3%
Exempt solvents
Water
49.6%
60.1 %
Non -Organic Volatiles
Ammonium Hydroxide
0.1%
0.2%
Organic Volatiles
1.4%
1.9%
Percent Non -Volatile
48.9%
37.7%
VOC Content
LB/Gal
g/L
Total
0.14
17
Less exempt solvents
0.35
42
Of solids
0.37
45
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.4%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.02
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B66W1310
LB/Gal
g/L
Coating Density
10.09
1209
By wt
By vol
Total Volatiles
51.1 %
62.3%
Exempt solvents
Water
49.6%
60.1%
Non -Organic Volatiles
Ammonium Hydroxide
0.1%
0.2%
Organic Volatiles
1.4%
1.9%
Percent Non -Volatile
48.9%
37.7%
VOC Content
LB/Gal
g/L
Total
0.14
17
Less exempt solvents
0.35
42
Of solids
0.37
45
Of solids
0.02 lb/lb
0.02 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B66W1310
By wt
By vol
Total Volatiles
51.1%
62.3%
VOC Content
LB/Gal
g/L
Total
0.14
17
page 2 of 4

B66W1310
Volatile Organic Compounds - EU Directive 2010/75/EU
B66W1310
By wt
By vol
Total Volatiles
50.1 %
60.9%
VOC Content
LB/Gal
g/L
Total
0.03
4
Volatile Organic Compounds - Mexico
B66W1310
LB/Gal
g/L
Coating Density
10.09
1209
By wt
By vol
Total Volatiles
51.1 %
62.3%
Exempt solvents
Water
49.6%
60.1%
Non -Organic Volatiles
Ammonium Hydroxide
0.1%
0.2%
Organic Volatiles
1.4%
1.9%
Percent Non -Volatile
48.9%
37.7%
VOC Content
LB/Gal
g/L
Total
0.14
17
Less exempt solvents
0.35
42
Of solids
0.37
45
Of solids
0.02 lb/lb
0.02 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B66W1310
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
7.19 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
page 3 of 4

B66W1310
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 4 of 4

ENVIRONMENTAL DATA SHEET
(Certified Product Data Sheet)
Date of Preparation
18 00 [18091 Nov 26, 2019
PRODUCT NUMBER
B66W 1151
PRODUCT NAME
PRO INDUSTRIALTm DTM Acrylic Semi -Gloss, Extra White
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 W. Prospect Avenue
Cleveland, OH 44115
This document includes all data required by 40 CFR 63.801(a) for a Certified Product Data Sheet under criteria specified in 40 CFR 63.805(a).
All data given below are MAXIMUM THEORETICAL VALUES based on the product AS CURRENTLY FORMULATED. Variations may occur
on individual batches due to adjustments made during production.
Hazard Category (for SARA 311.312)
B66W1151 = I Acute I Chronic
Product Weight Specific Gravity FLASH POINT
10.21 lb/gal 1.23 N.A.
Volatile Ingredients
Chemical / Compound
SARA 302 EHS
CERCLA
SARA 313 TC
HAPS 112
% by Weight
% by Volume
Trimethylpentanediol Isobutyrate
N
N
N
N
1
2
25265-77-4
Water
N
N
N
N
48
59
7732-18-5
Volatile Organic Compounds - U.S. EPA / Canada
l366W1151
LB/Gal
g/L
Coating Density
10.21
1222
By wt
By vol
Total Volatiles
49.1%
60.2%
Federally exempt solvents
Water
47.8%
58.6%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.9%
39.8%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.29
35
Of solids
0.31
37
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per US EPA Aerosol Ctg Rule, MIR Values 2009) 0.01
page 1 of 3

B66W1151
Volatile Organic Compounds - California
B66W1151
LB/Gal
g/L
Coating Density
10.21
1222
By wt
By vol
Total Volatiles
49.1 %
60.2%
Exempt solvents
Water
47.8%
58.6%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.9%
39.8%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.29
35
Of solids
0.31
37
Of solids
0.02 lb/lb
0.02 kg/kg
By wt
By wt LVP-VOC
0.0%
Maximum Incremental Reactivity (MIR) (per California Air Resources Board Aerosol Products Regulation, MIR Values 2010) 0.01
Volatile Organic Compounds - South Coast Air Quality Management District, California, US
B66W1151
LB/Gal
g/L
Coating Density
10.21
1222
By wt
By vol
Total Volatiles
49.1%
60.2%
Exempt solvents
Water
47.8%
58.6%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.9%
39.8%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.29
35
Of solids
0.31
37
Of solids
0.02 lb/lb
0.02 kg/kg
Volatile Organic Compounds - EU Directive 2004/42/EC
B66W1151
By wt
By vol
Total Volatiles
47.9%
58.7%
VOC Content
LB/Gal
g/L
Total
0.00
0
Volatile Organic Compounds - EU Directive 2010/75/EU
B66W1151
By wt
By vol
Total Volatiles
47.9%
58.7%
VOC Content
LB/Gal
g/L
Total
0.00
0
page 2 of 3

B66W1151
Volatile Organic Compounds - Mexico
B66W1151
LB/Gal
g/L
Coating Density
10.21
1222
By wt
By vol
Total Volatiles
49.1 %
60.2%
Exempt solvents
Water
47.8%
58.6%
Organic Volatiles
1.2%
1.6%
Percent Non -Volatile
50.9%
39.8%
VOC Content
LB/Gal
g/L
Total
0.12
14
Less exempt solvents
0.29
35
Of solids
0.31
37
Of solids
0.02 lb/lb
0.02 kg/kg
Hazardous Air Pollutants (Clean Air Act, Section 112(b))
B66W1151
LB/Gal
kg/L
Volatile HAPS
0.00
0.000
Of solids
0.00
0.000
Of solids
0.00 lb/lb
0.00 kg/kg
Air Quality Data
Density of Organic Solvent Blend
8.01 lb/gal
Photochemically Reactive
No
Additional Regulatory Information
US EPA TSCA:
Not Applicable
Relevant identified uses of the substance or mixture and uses advised against:
Not Applicable
Waste Disposal
Waste from this product is not hazardous as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261.
Addition of reducers or other additives to this product may substantially alter the above data. Since conditions of use are outside our control, we make no
warranties, express or implied, and assume no liability in connection with any use of this information.
page 3 of 3

APPENDIX C - PILOT TESTING LOGS
AND PHOTOGRAPHS

Pilot Testing Log
Fairey Finishing Plan NCBP #22034-18-32
Proposed DTCC Applied Technologies Building
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Test Date: 4/29/2020 Test Start Time: 10:05
Riser: VR-1 200 CFM Fan
Time
10:00 (Initial)
10:15
10:30
10:40
10:50
11:00
11:10
Fan Exhaust Air Flow (FPM)
670
680
610
720
650
645
Pipe Air Flow (FPM)
680
685
673
630
610
649
Fan Vacuum (kPa)
-0.312
-0.404
-0.381
-0.365
-0.359
-0.363
Vacuum Sampling
Points
Distance from
Riser (ft)
Vacuum
at Sampling Points
(kPa)
VP-1
62
0.0
-0.373
-0.385
-0.385
-0.326
-0.359
-0.368
VP-2
75
0.0
-0.302
-0.344
-0.388
-0.356
-0.341
-0.350
VP-3
30
Readings not collected
VP-4
47
0.0
-0.377
-0.371
-0.375
-0.392
-0.352
-0.379
VP-5
84
0.0
-0.371
-0.377
-0.389
-0.409
-0.373
-0.385
VP-6
134
0.0
-0.373
-0.373
-0.381
-0.371
-0.368
-0.392
Test Date: 4/29/2020 Test Start Time: 11:25
Riser: VR-1 500 CFM Fan
Time
11:20 (Initial)
11:40
11:50
12:00
Fan Exhaust Air Flow (FPM)
670
450
680
Pipe Air Flow (FPM)
590
450
750
Fan Vacuum (kPa)
-0.545
-0.560
-0.549
Vacuum Sampling
Points
Distance from
Riser (ft)
Vacuum Sampling
Points
VP-1
62
0.0
-0.552
-0.557
-0.540
VP-2
75
0.0
-0.535
-0.519
-0.514
VP-3
30
Readings not collected
VP-4
47
0.0
-0.545
-0.556
-0.555
VP-5
84
0.0
-0.560
-0.557
-0.567
VP-6
134
0.0
-0.530
1 -0.546
-0.544
Test Date: 5/15/2020 Test Start Time: 09:55
Riser: VR-1 200 CFM Fan
Time
09:55 (Initial)
10:05
10:15
10:25
10:35
Fan Exhaust Air Flow (FPM)
714
698
703
784
Pipe Air Flow (FPM)
562
584
629
620
Fan Vacuum (kPa)
-0.338
-0.327
-0.325
-0.339
Vacuum Sampling
Point
Distance from
Riser (ft)
Vacuum at Sampling Points (kPa)
VP-3
30
0.0
-0.324
-0.325
-0.315
0.328
Notes:
CFM - cubic feet per minute
VR - vent riser
FPM - feet per minute
kPa - kilopascals
VP - vapor point
Average Vacuum vs. Distance from Riser VR-1
0.600
0.500 VP-4 VP-1 • VP-5 VP-6
VP-2
E 0.400 • •
m0.300 • VP-4 Vp_1 VP-5 VP-6
v VP-3 VP-2
0.200
E
' 0.100
m
m 0.000
m
v 0 20 40 60 80 100 120 140 160
a Distance (feet)
• 200 CFM Fan
• 500 CFM Fan
1

Pilot Testing Log
Fairey Finishing Plan NCBP #22034-18-32
Proposed DTCC Applied Technologies Building
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Test Date: 4/29/2020 Test Start Time: 13:05
Rispr- VR-2 200 CFM Fan
Time
13:00 (Initial)
1 13:15
1 13:25
1 13:35
1 13:45
1 13:55
14:05
Fan Exhaust Air Flow (FPM)
600
740
584
681
705
820
Pipe Air Flow (FPM)
620
670
608
505
512
492
Fan Vacuum (kPa)
-0.370
-0.367
-0.361
-0.358
-0.360
-0.364
Vacuum
Sampling Points
Distance from Riser (ft)
Vacuum
at Sampling Points
(kPa)
VP-1
151
0.0
-0.364
-0.355
-0.353
1 -0.366
-0.369
0.362
VP-2
120
0.0
-0.341
-0.326
-0.341
1 -0.347
-0.349
-0.355
VP-3
93
Readings not collected
VP-4
42
0.0
-0.370
-0.361
-0.371
-0.362
-0.375
-0.374
VP-5
45
0.0
-0.377
-0.373
-0.360
-0.362
-0.368
-0.368
VP-6
50
0.0
-0.391
-0.382
1 -0.369
1 -0.375
-0.360
-0.365
Test Date: 4/29/2020 Test Start Time: 12:20
Rispr- VR-2 500 CFM Fan
Time
12:15 (Initial)
1 12:30
1 12:40
12:50
Fan Exhaust Air Flow (FPM)
560
1 540
592
Pipe Air Flow (FPM)
770
1 540
549
Fan Vacuum (kPa)
-0.534
1 -0.528
-0.546
Vacuum
Sampling Points
Distance from Riser (ft)
Vacuum at Sampling
Point (kPa)
VP-1
151
0.0
1 -0.533
-0.536
-0.533
VP-2
120
0.0
-0.519
-0.521
-0.510
VP-3
93
Readings not collected
VP-4
42
0.0
-0.547
1 -0.535
-0.548
VP-5
45
0.0
-0.541
-0.555
-0.537
VP-6
50
0.0
-0.540
-0.543
-0.543
Test Date: 5/15/2020 Test Start Time: 10:45
Rispr- VR-7 200 CFM Fan
Time
10:45 (Initial)
1 10:55
1 11:05
1 11:15
1 11:25
1 11:35
Fan Exhaust Air Flow (FPM)
820
1 692
1 798
1 718
1 801
Pipe Air Flow (FPM)
728
505
549
531
606
Fan Vacuum (kPa)
-0.123*
-0.326
-0.333
-0.335
-0.329
Vacuum
Sampling Points
Distance from Riser (ft)
Vacuum at Sampling Point (kPa)
VP-3
93
0.0-0.050*
1 -0.317 1 -0.328
1 -0.324
-0.321
Reading at 10:55 was collected prior to capping riser VR-1
Notes:
CFM - cubic feet per minute
VR - vent riser
FPM - feet per minute
kPa - kilopascals
VP - vapor point
0.600
0.500
v
w 0.400
0.300
E
0.200
0.100
0.000
0
Average Vacuum vs. Distance from Riser VR-2
VP-5
1e w
VP-4 J VP-6 VP-1
VP-2
VP-5
f • VP-2 • VP-1
VP-4 J VP-6 • VP-3
20 40 60 80 100 120 140 160
Distance (feet)
• 200 CFM Fan
• 500 CFM Fan
2

Pilot Testing
Terracon Project No. 70197104
Date Photos Taken: April 29, 2020 and May 15, 2020
Photo #1 Typical pilot testing fan hookup for
Riser VR-1.
Photo #3 Collection of vacuum pressure at
point VP-5.
Photo #5 Collection of vacuum pressure at
point VP-1.
lrelfracon
C—Ibe g Engineers & Santis
Photo #2 Typical pilot testing fan hookup for
Riser VR-2.
Photo #4 Collection of vacuum pressure at
point VP-2.
Photo #6 Point VP-3 after pooling water was
cleared from the slab.

APPENDIX D - PRE -OCCUPANCY VAPOR
SAMPLING LOGS AND PHOTOGRAPHS

Soil Vapor Tracer Test & Sampling
Sample I13:41 �1" F-
Project : 70197104
Site Location: DTCC - Durham, NC
Field Personnel: JW/NL
Date: 7.' q T _
Weather: Qve-rGgs4
Cannister Size: 1-liter
Sample Rate: <200 mL/min
Analysis: TO-15
HELIUM TRACER TEST
CV P'6b an '�Irerracon
2401 Brentwood Road Suite 107
Raleigh, NC 27604
919.873.2211
Canister No.:{�
Flow Controller No.: ( Z�
Purge #1
Purge #2
Purge #3
Start Shroud He %:
ZQ, 3
1-1.3
Purge Start Time:
T S 22,
5 Z. 5
j
Volume Purged (mL):
QCJ)
IGO�Q
End Shroud He %:
` 1)
,16 e
He in Soil Gas (ppm):
L0,
0
PID Ambient Air (ppb):
G 0.1
/
PID SV Point (ppb):
S/2_
07 1
5
Note: 1%= 10,000 ppm
SAMPLE COLLECTION
Time _
Vacuum (in Hg)
Start: 153 ;
.• Z
(5 35
�2
Stop: 1536
VOLUME CALCULATION
Diameter
Gallons/ft
Liters/ft
mLorcc/ft
3
0.3672
1.39
1390
2
0.1632
0.618
617.8
1
0.04080
0.154
154.4
3/4
0.02295
0.0869
86.9
5/8
0.01594
0.0603
60.3
1/2
0.01020
0.0386
38.6
3/8
0.00574
0.0217
21.7
1/4
0.00255
0.00965
9.65
Assumed porosity: sand pack= 0.4, dry bentonite=0.5

Soil Vapor Tracer Test & Sampling
Sample ID: VP-2,
Project : 70197104
Site Location: DTCC - Durham, NC
Field Personnel: JW/NL
Date: -7/10/7.0
Weather:
Cannister Size: 1-liter
Sample Rate: <200 mUmin
Analysis: TO-15
HELIUM TRACER TEST
Irerracon
2401 Brentwood Road Suite 107
Raleigh, NC 27604
919.873.2211
Canister No.: G? r ® '57
Flow Controller No.: 0
Purge #1
Purge #2
Purge #3
Start Shroud He W
IL16
1 7e
I j, 2.
Purge Start Time:
S
1051
l t© 7,
Volume Purged (mL):
qQ0
100
=�
End Shroud He %:
15 , q
16.1
l 6
He in Soil Gas (ppm):
�,
<®�
<ce
PID Ambient Air (ppb):
Q,
�'Q
033 -2-
PID SV Point (ppb):
%
'56 3
530
Note: 1%= 10,000 ppm
SAMPLE COLLECTION
Time
EVacuum (in Hg)
Start: 0 U
�— 30
1
10
--- l -dD
Stop:
VOLUME CALCULATION
Diameter
Gallons/ft
Liters/ft
mL or cc/ft
3
0.3672
1.39
1390
2
0.1632
0.618
617.8
1
0.04080
0.154
154.4
3/4
0.02295
0.0869
86.9
5/8
0.01594
0.0603
60.3
1/2
0.01020
0.0386
38.6
3/8
0.00574
0.0217
21.7
1/4
0.00255
0.00965
9.65
Assumed porosity: sand pack= 0.4, dry bentonite=0.5
be'll
11 �,3 o(fcv �10-e
Of
FO
nGgr

Soil Vapor Tracer Test
& Sampling
Sample ID: VP- 3 (71)0�o)
Project : 70197104
Site Location: DTCC - Durham, NC
Field Personnel: JW/NL
Date: -7! Q Z ZJ
Weather: 5vA►] y ,',�
Cannister Size: 1-liter
Sample Rate: <200 mL/min
Analysis: TO-15
HELIUM TRACER TEST
Irerracon
2401 Brentwood Road Suite 107
Raleigh, NC 27604
919.873.2211
Canister No.: 00-7 3 $ ct
Flow Controller No.: , ,OW-3
Purge #1
Purge #2
Purge #3
Start Shroud He %:
Purge Start Time:
12 S
102112
j
Volume Purged (mL):
q619
902
End Shroud He %:
He in Soil Gas (ppm):
0,)
PID Ambient Air (ppb):
/-0 ,
PID SV Point (ppb):
Ll / I
L4 I I
Note: 1% = 10,000 ppm
SAMPLE COLLECTION
Time _
Vacuum (in Hg)
Start:
0 33
_
103
10
Stop:
VOLUME CALCULATION
Diameter
Gallons/ft
�Liters/ft
mL or cc/ft
3
0.3672
1.39
1390
2
0.1632
0.618
617.8
1
0.04080
0.154
154.4
3/4
0.02295
0.0869
86.9
5/8
0.01594
0.0603
60.3
1/2
0.01020
0.0386
38.6
3/8
0.00574
0.0217
21.7
1/4
0.00255
0.00965
9.65
Assumed porosity: sand pack= 0.4, dry bentonite=0.5
aJ5 lee tY f loan C.OveY<
!��(9

Soil Vapor Tracer Test & Sampling
Sample ID:
Project : 70197104
Site Location: DTCC - Durham, NC
Field Personnel: JW/NL
Date:
Weather: _ ICLI(C t 3 I l _ 15
Cannister Size: 1-liter
Sample Rate: <200 mL/min
Analysis: TO-15
HELIUM TRACER TEST
Irerracon
2401 Brentwood Road Suite 107
Raleigh, NC 27604
919.873.2211
Canister No.:,.
Flow Controller No.: '010' V31
4
Purge #1
Purge #2
Purge #3
Start Shroud He %:
Purge Start Time:
' -7
1350
_7171
8 14-
Volume Purged (mL):
Q
I,�0
End Shroud He %:
f
ZO, 3
He in Soil Gas (ppm):
<q,
40, t
�Qr
PID Ambient Air (ppb):
-CO, I
{ , , (
A
PID SV Point (ppb):
1 3 -Z, %
'3 1
3
Note: 1% = 10,000 ppm
SAMPLE COLLECTION
Time
Vacuum (in Hg)
Start:
--3�
_q
stop:.�-
VOLUME CALCULATION
Diameter
Gallons/ft
Liters/ft-
mLorcc/ft
3
0.3672
1.39
1390
2
0.1632
0.618
617.8
1
0.04080
0.154
154.4
3/4
0.02295
0.0869
86.9
5/8
0.01594
0.0603
60.3
1/2
0.01020
0.0386
38.6
3/8
0.00574
0.0217
21.7
1/4
0.00255
0.00965
9.65
Assumed porosity: sand pack= 0.4, dry bentonite=0.5
�4
� s �"Aefljeeoff T lmar �v�r;

Soil Vapor Tracer Test & Sampling
Sample ID:V I j ^5
Project : 70197104
Site Location: DTCC - Durham, NC
Field Personnel: JW/NL
Date: -
Weather: wGrecyO, M 3
Cannister Size: 1-liter
Sample Rate: <200 mL/min
Analysis: TO-15
HELIUM TRACER TEST
9-3 ICA rerracon
2401 Brentwood Road Suite 107
Raleigh, NC 27604
919.873.2211
Canister No.: 01
Flow Controller No.: 00
Purge #1
Purge #2
Purge #3
Start Shroud He %:
14,7
1,0►q
IN, I
Purge Start Time:
397
1550
Volume Purged (mL):
Wo
``
End Shroud He %:
�o"�
�, 2-
He in Soil Gas (ppm):
Q ,
E 0 ,'
PID Ambient Air (ppb):
c
0. 1
G `J
PID SV Point (ppb):
)0 7
100b
Note: 1% = 10,000 ppm
SAMPLE COLLECTION
Time
Vacuum (in Hg)
Start: 13
-- 3
135-7
_ 21
1351
-le.
1q00
�-7
Stop:
J~ Q 1
J
l
VOLUME CALCULATION
Diameter
Gallons/ft
Liters/ft
mL- or cc/ft
3
0.3672
1.39
1390
2
0.1632
0.618
617.8
1
0.04080
0.154
154.4
3/4
0.02295
0.0869
86.9
5/8
0.01594
0.0603
60.3
1/2
0.01020
0.0386
38.6
3/8
0.00574
0.0217
21.7
1/4
0.00255
0.00965
9.65
Assumed porosity: sand pack= 0.4, dry bentonite=0.5
* �eea5 �onq�����1_ ✓
Aw Laver

Soil Vapor Tracer Test & Sampling m;5bbeW is
Sample ID: y� VP vP--1 on Goy
Project : 70197104 rerracon
Site Location: DTCC - Durham, NC
Field Personnel: JW/NL 2401 Brentwood Road Suite 107
Date: 7i� Raleigh, NC 27604
Weather: 919.873.2211
Cannister Size: 1-liter
Sample Rate: <200 mL/min Canister No.: 19L��
Analysis: TO-15 Flow Controller No.: 00I6 L 5
HELIUM TRACER TEST
Purge #1
Purge #n2
Purge #3
Start Shroud He %:
�' , 6
'22 , /
Z I . Z
Purge Start Time:
�?� Q 3
13 0 S
1 3) I
Volume Purged (mL):
W
900i
f
End Shroud He %:
—71 Pi
10,
ZQ, I
He in Soil Gas (ppm):
PID Ambient Air (ppb):
PID SV Point (ppb):
2 1 L7
Note: 1%=10,000 ppm
SAMPLE COLLECTION VOLUME CALCULATION
Time
Vacuum (in Hg)
Start: 13 l
3
1321
y CS
132-3
-�
Stop: JZ
I
Diameter
Gallons/ft
Liters/ft
mLor-cc/f
3
0.3672
1.39
1390
2
0.1632
0.618
617.8
1
0.04080
0.154
154.4
3/4
0.02295
0.0869
86.9
5/8
0.01594
0.0603
60.3
1/2
0.01020
0.0386
38.6
3/8
0.00574
0.0217
21.7
1/4
0.00255
0.00965
9.65
Assumed porosity: sand pack= 0.4, dry bentonite=0.5

DTCC - '701971 Q`4
yrn,
64id , �D
7 fir}" �Mt res5ure
Q p
00911
6 26
001413
9550 _ Zo `I
0552/ ZQ"
420
0�LD
06 Zo 2a ,
o 0961 6
055L-1 o 1
06�0 , o ,1
0) �qq
010-532
0 105 Am
069�
Qlo75
6
of o
l 0 q
0017-S7
0600-20'`
CAVE
A64 e, 5 o.6Z7 -Zo'i'
w�� Aq d5G

Pre -Occupancy Vapor Sampling (July 2020)
Fairey Finishing Plant Brownfields ID: 22034-18-32 Durham, NC Irerracon
Photos taken July 9t" or July 1 ot", 2020 Terracon Project No. 70197104
Photo 1
View of point VP-1.
Photo 2 View of point VP-2.

Pre -Occupancy Vapor Sampling (July 2020)
Fairey Finishing Plant Brownfields ID: 22034-18-32 Durham, NC Irerracon
Photos taken July 91h or July 101h, 2020 Terracon Project No. 70197104
Photo 3
View of point VP-3.
Photo 4 View of point VP-4

Pre -Occupancy Vapor Sampling (July 2020)
Fairey Finishing Plant Brownfields ID: 22034-18-32 Durham, NC Irerracon
Photos taken July 9t" or July 10t", 2020 Terracon Project No. 70197104
Photo 5
View of point VP-5.
Photo 6 View of point VP-6.

APPENDIX E - ANALYTICAL LABORATORY REPORTS AND
CHAIN -OF -CUSTODY RECORDS

qaceAnalXical o
National Center for Testing & Innovation
JEW
ANALYTICAL REPORT
August 11, 2020
Revised Report
Terracon - Raleigh, NC
Sample Delivery Group: L1237959
Samples Received: 07/09/2020
Project Number: 70197104
Description: DTCC Applied Tech Building
Report To: Analee Farrell
2401 Brentwood Rd
Ste 107
Raleigh, NC 27604
Entire Report Reviewed By: 4�41
Heather J Wagner
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11 1 of 20

TABLE OF CONTENTS ONE LAB. NATIONWIDE.
Cp: Cover Page
CID
Tc: Table of Contents
2
Ss: Sample Summary
3
Cn: Case Narrative
4
Sr: Sample Results
5
FS
VP-6 L1237959-01
5
[Cn]
VP-5 L1237959-02
7
VP-4 L1237959-03
9
Fr
VP-1 L1237959-04
11
Qc: Quality Control Summary
13
RC
Volatile Organic Compounds (MS) by Method TO-15
13
F
GI: Glossary of Terms
17
Al: Accreditations & Locations
18
rAI
Sc: Sample Chain of Custody
19
FSC
ACCOUNT: PROJECT: SDG:
DATE/TIME:
PAGE:
Terracon - Raleigh, NC 70197104 L1237959
08/11/20 12:11
2 of 20

SAMPLE
SUMMARY
ONE LAB. NATIONWIDE.
Collected by
Collected date/time
Received date/time
VP-6 L1237959-01 Air
John Wells
07/08/2013:25
07/09/20 08:45
FP1
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
date/time
date/time
FTC
Volatile Organic Compounds (MS) by Method TO-15
WG1507444
1
07/11/20 20:51
07/11/20 20:51
MBF Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
VP-5 L1237959-02 Air
John Wells
07/08/2014:01
07/09/20 08:45
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
[Cn]
date/time
date/time
Organic Compounds (MS) by Method TO-15
WG1507444
1
07/11/20 21:34
07/11/20 21:34
MBF Mt. Juliet, TN
FSrVolatile
Collected by
Collected date/time
Received date/time
6QC
VP-4 L1237959-03 Air
John Wells
07/08/2014:44
07/09/20 08:45
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
GI
date/time
date/time
Volatile Organic Compounds (MS) by Method TO-15
WG1507444
1
07/11/20 22:18
07/11/20 22:18
MBF Mt. Juliet, TN
FAI
Collected by
Collected date/time
Received date/time
VP-1 L1237959-04 Air
John Wells
07/08/2015:36
07/09/20 08:45
FSC
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
date/time
date/time
Volatile Organic Compounds (MS) by Method TO-15
WG1507444
1
07/11/20 23:02
07/11/20 23:02
MBF Mt. Juliet, TN
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11 3 of 20

CASE NARRATIVE
ONE LAB. NATIONWIDE.
FP1
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
FTChave
been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
FSS
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
FSr
FC-1
4�j
�GI
Heather J Wagner
Project Manager
FAI
FSC
Report Revision History
Level II Report -Version 1: 07/17/20 23:14
ACCOUNT: PROJECT: SDG: DATE/TIME:
PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11
4 of 20

VP-6 SAMPLE RESULTS - 01 ONE LAB. NATIONWIDE.
Collected date/time: 07/08/20 13:25 L1237959
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
Acetone
67-64-1
58.10
1.25
2.97
19.4
46.1
1 WG1507444
Allyl chloride
107-05-1
76.53
0.200
0.626
ND
ND
1 WG1507444
Benzene
71-43-2
78.10
0.200
0.639
1.03
3.29
1 WG1507444
Benzyl Chloride
100-44-7
127
0.200
1.04
ND
ND
1 WG1507444
Bromodichloromethane
75-27-4
164
0.200
1.34
ND
ND
1 WG1507444
Bromoform
75-25-2
253
0.600
6.21
ND
ND
1 WG1507444
Bromomethane
74-83-9
94.90
0.200
0.776
ND
ND
1 WG1507444
1,3-Butadiene
106-99-0
54.10
2.00
4.43
ND
ND
1 WG1507444
Carbon disulfide
75-15-0
76.10
0.200
0.622
1.13
3.52
1 WG1507444
Carbon tetrachloride
56-23-5
154
0.200
1.26
ND
ND
1 WG1507444
Chlorobenzene
108-90-7
113
0.200
0.924
ND
ND
1 WG1507444
Chloroethane
75-00-3
64.50
0.200
0.528
ND
ND
1 WG1507444
Chloroform
67-66-3
119
0.200
0.973
ND
ND
1 WG1507444
Chloromethane
74-87-3
50.50
0.200
0.413
1.17
2.42
1 WG1507444
2-Chlorotoluene
95-49-8
126
0.200
1.03
ND
ND
1 WG1507444
Cyclohexane
110-82-7
84.20
0.200
0.689
32.4
112
1 WG1507444
Dibromochloromethane
124-48-1
208
0.200
1.70
ND
ND
1 WG1507444
1,2-Dibromoethane
106-93-4
188
0.200
1.54
ND
ND
1 WG1507444
1,2-Dichlorobenzene
95-50-1
147
0.200
1.20
ND
ND
1 WG1507444
1,3-Dichlorobenzene
541-73-1
147
0.200
1.20
ND
ND
1 WG1507444
1,4-Dichlorobenzene
106-46-7
147
0.200
1.20
ND
ND
1 WG1507444
1,2-Dichloroethane
107-06-2
99
0.200
0.810
ND
ND
1 WG1507444
1,1-Dichloroethane
75-34-3
98
0.200
0.802
ND
ND
1 WG1507444
1,1-Dichloroethene
75-35-4
96.90
0.200
0.793
ND
ND
1 WG1507444
cis-1,2-Dichloroethene
156-59-2
96.90
0.200
0.793
ND
ND
1 WG1507444
trans-1,2-Dichloroethene
156-60-5
96.90
0.200
0.793
ND
ND
1 WG1507444
1,2-Dichloropropane
78-87-5
113
0.200
0.924
ND
ND
1 WG1507444
cis-1,3-Dichloropropene
10061-01-5
111
0.200
0.908
ND
ND
1 WG1507444
trans-1,3-Dichloropropene
10061-02-6
111
0.200
0.908
ND
ND
1 WG1507444
1,4-Dioxane
123-91-1
88.10
0.200
0.721
ND
ND
1 WG1507444
Ethanol
64-17-5
46.10
0.630
1.19
22.0
41.5
1 WG1507444
Ethylbenzene
100-41-4
106
0.200
0.867
7.68
33.3
1 WG1507444
4-Ethyltoluene
622-96-8
120
0.200
0.982
2.84
13.9
1 WG1507444
Trichlorofluoromethane
75-69-4
137.40
0.200
1.12
0.819
4.60
1 WG1507444
Dichlorodifluoromethane
75-71-8
120.92
0.200
0.989
0.526
2.60
1 WG1507444
1,1,2-Trichlorotrifluoroethane
76-13-1
187.40
0.200
1.53
ND
ND
1 WG1507444
1,2-Dichlorotetrafluoroethane
76-14-2
171
0.200
1.40
ND
ND
1 WG1507444
Heptane
142-82-5
100
0.200
0.818
49.6
203
1 WG1507444
Hexachloro-1,3-butadiene
87-68-3
261
0.630
6.73
ND
ND
1 WG1507444
n-Hexane
110-54-3
86.20
0.630
2.22
21.5
75.8
1 WG1507444
Isopropylbenzene
98-82-8
120.20
0.200
0.983
ND
ND
1 WG1507444
Methylene Chloride
75-09-2
84.90
0.200
0.694
ND
ND
1 WG1507444
Methyl Butyl Ketone
591-78-6
100
1.25
5.11
ND
ND
1 WG1507444
2-Butanone(MEK)
78-93-3
72.10
1.25
3.69
5.82
17.2
1 WG1507444
4-Methyl-2-pentanone (MIBK)
108-10-1
100.10
1.25
5.12
ND
ND
1 WG1507444
Methyl methacrylate
80-62-6
100.12
0.200
0.819
ND
ND
1 WG1507444
MTBE
1634-04-4
88.10
0.200
0.721
ND
ND
1 WG1507444
Naphthalene
91-20-3
128
0.630
3.30
ND
ND
1 WG1507444
2-Propanol
67-63-0
60.10
1.25
3.07
11.3
27.8
1 WG1507444
Propene
115-07-1
42.10
0.400
0.689
ND
ND
1 WG1507444
Styrene
100-42-5
104
0.200
0.851
1.30
5.53
1 WG1507444
1,1,2,2-Tetrachloroethane
79-34-5
168
0.200
1.37
ND
ND
1 WG1507444
Tetrachloroethylene
127-18-4
166
0.200
1.36
2.43
16.5
1 WG1507444
Tetrahydrofuran
109-99-9
72.10
0.200
0.590
ND
ND
1 WG1507444
Toluene
108-88-3
92.10
0.200
0.753
8.03
30.2
1 WG1507444
1,2,4-Trichlorobenzene
120-82-1
181
0.630
4.66
ND
ND
1 WG1507444
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
Terracon -
Raleigh, NC
70197104
L1237959
08/11/20 12:11
FP1
FTc
FSS
4
Cn
Rc
F ql
FAI
FSC
PAGE:
5 of 20

ONE LAB. NATIONWIDE.
VP-6 SAMPLE RESULTS - 01
Collected date/time: 07/08/20 13:25 L1237959
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
1,1,1-Trichloroethane
71-55-6
133
0.200
1.09
ND
ND
1 WG1507444
1,1,2-Trichloroethane
79-00-5
133
0.200
1.09
ND
ND
1 WG1507444
Trichloroethylene
79-01-6
131
0.200
1.07
ND
ND
1 WG1507444
1,2,4-Trimethylbenzene
95-63-6
120
0.200
0.982
2.78
13.6
1 WG1507444
1,3,5-Trimethyl benzene
108-67-8
120
0.200
0.982
2.21
10.8
1 WG1507444
2,2,4-Trimethyl pentane
540-84-1
114.22
0.200
0.934
3.20
14.9
1 WG1507444
Vinyl chloride
75-01-4
62.50
0.200
0.511
ND
ND
1 WG1507444
Vinyl Bromide
593-60-2
106.95
0.200
0.875
ND
ND
1 WG1507444
Vinyl acetate
108-05-4
86.10
0.200
0.704
ND
ND
1 WG1507444
m&p-Xylene
1330-20-7
106
0.400
1.73
7.56
32.8
1 WG1507444
o-Xylene
95-47-6
106
0.200
0.867
5.32
23.1
1 WG1507444
(S)1,4-Bromof/uorobenzene
460-00-4
175
60.0-140
151
11 WG1507444
Sample Narrative:
L1237959-01 WG1507444: Surrogate
failed due to matrix.
Fp
IT-C]
FSS
Fn
Fc
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11 6 of 20

VP-5 SAMPLE RESULTS - 02 ONE LAB. NATIONWIDE.
Collected date/time: 07/08/20 14:01 L1237959
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
Acetone
67-64-1
58.10
1.25
2.97
6.29
14.9
1 WG1507444
Allyl chloride
107-05-1
76.53
0.200
0.626
ND
ND
1 WG1507444
Benzene
71-43-2
78.10
0.200
0.639
0.993
3.17
1 WG1507444
Benzyl Chloride
100-44-7
127
0.200
1.04
ND
ND
1 WG1507444
Bromodichloromethane
75-27-4
164
0.200
1.34
ND
ND
1 WG1507444
Bromoform
75-25-2
253
0.600
6.21
ND
ND
1 WG1507444
Bromomethane
74-83-9
94.90
0.200
0.776
ND
ND
1 WG1507444
1,3-Butadiene
106-99-0
54.10
2.00
4.43
ND
ND
1 WG1507444
Carbon disulfide
75-15-0
76.10
0.200
0.622
0.909
2.83
1 WG1507444
Carbon tetrachloride
56-23-5
154
0.200
1.26
ND
ND
1 WG1507444
Chlorobenzene
108-90-7
113
0.200
0.924
ND
ND
1 WG1507444
Chloroethane
75-00-3
64.50
0.200
0.528
ND
ND
1 WG1507444
Chloroform
67-66-3
119
0.200
0.973
1.46
7.11
1 WG1507444
Chloromethane
74-87-3
50.50
0.200
0.413
0.905
1.87
1 WG1507444
2-Chlorotoluene
95-49-8
126
0.200
1.03
ND
ND
1 WG1507444
Cyclohexane
110-82-7
84.20
0.200
0.689
4.48
15.4
1 WG1507444
Dibromochloromethane
124-48-1
208
0.200
1.70
ND
ND
1 WG1507444
1,2-Dibromoethane
106-93-4
188
0.200
1.54
ND
ND
1 WG1507444
1,2-Dichlorobenzene
95-50-1
147
0.200
1.20
ND
ND
1 WG1507444
1,3-Dichlorobenzene
541-73-1
147
0.200
1.20
ND
ND
1 WG1507444
1,4-Dichlorobenzene
106-46-7
147
0.200
1.20
ND
ND
1 WG1507444
1,2-Dichloroethane
107-06-2
99
0.200
0.810
ND
ND
1 WG1507444
1,1-Dichloroethane
75-34-3
98
0.200
0.802
ND
ND
1 WG1507444
1,1-Dichloroethene
75-35-4
96.90
0.200
0.793
ND
ND
1 WG1507444
cis-1,2-Dichloroethene
156-59-2
96.90
0.200
0.793
ND
ND
1 WG1507444
trans-1,2-Dichloroethene
156-60-5
96.90
0.200
0.793
ND
ND
1 WG1507444
1,2-Dichloropropane
78-87-5
113
0.200
0.924
ND
ND
1 WG1507444
cis-1,3-Dichloropropene
10061-01-5
111
0.200
0.908
ND
ND
1 WG1507444
trans-1,3-Dichloropropene
10061-02-6
111
0.200
0.908
ND
ND
1 WG1507444
1,4-Dioxane
123-91-1
88.10
0.200
0.721
ND
ND
1 WG1507444
Ethanol
64-17-5
46.10
0.630
1.19
12.7
23.9
1 WG1507444
Ethylbenzene
100-41-4
106
0.200
0.867
5.31
23.0
1 WG1507444
4-Ethyltoluene
622-96-8
120
0.200
0.982
3.28
16.1
1 WG1507444
Trichlorofluoromethane
75-69-4
137.40
0.200
1.12
0.776
4.36
1 WG1507444
Dichlorodifluoromethane
75-71-8
120.92
0.200
0.989
0.553
2.73
1 WG1507444
1,1,2-Trichlorotrifluoroethane
76-13-1
187.40
0.200
1.53
ND
ND
1 WG1507444
1,2-Dichlorotetrafluoroethane
76-14-2
171
0.200
1.40
ND
ND
1 WG1507444
Heptane
142-82-5
100
0.200
0.818
4.90
20.0
1 WG1507444
Hexachloro-1,3-butadiene
87-68-3
261
0.630
6.73
ND
ND
1 WG1507444
n-Hexane
110-54-3
86.20
0.630
2.22
2.17
7.65
1 WG1507444
Isopropylbenzene
98-82-8
120.20
0.200
0.983
ND
ND
1 WG1507444
Methylene Chloride
75-09-2
84.90
0.200
0.694
0.242
0.840
1 WG1507444
Methyl Butyl Ketone
591-78-6
100
1.25
5.11
ND
ND
1 WG1507444
2-Butanone (MEK)
78-93-3
72.10
1.25
3.69
1.48
4.36
1 WG1507444
4-Methyl-2-pentanone (MIBK)
108-10-1
100.10
1.25
5.12
ND
ND
1 WG1507444
Methyl methacrylate
80-62-6
100.12
0.200
0.819
ND
ND
1 WG1507444
MTBE
1634-04-4
88.10
0.200
0.721
ND
ND
1 WG1507444
Naphthalene
91-20-3
128
0.630
3.30
ND
ND
1 WG1507444
2-Propanol
67-63-0
60.10
1.25
3.07
5.83
14.3
1 WG1507444
Propene
115-07-1
42.10
0.400
0.689
ND
ND
1 WG1507444
Styrene
100-42-5
104
0.200
0.851
ND
ND
1 WG1507444
1,1,2,2-Tetrachloroethane
79-34-5
168
0.200
1.37
ND
ND
1 WG1507444
Tetrachloroethylene
127-18-4
166
0.200
1.36
3.36
22.8
1 WG1507444
Tetrahydrofuran
109-99-9
72.10
0.200
0.590
ND
ND
1 WG1507444
Toluene
108-88-3
92.10
0.200
0.753
6.69
25.2
1 WG1507444
1,2,4-Trichlorobenzene
120-82-1
181
0.630
4.66
ND
ND
1 WG1507444
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
Terracon -
Raleigh, NC
70197104
L1237959
08/11/20 12:11
FP1
FTc
FSS
4
Cn
Rc
F ql
FAI
FSC
PAGE:
7of20

ONE LAB. NATIONWIDE.
VP-5 SAMPLE RESULTS - 02
Collected date/time: 07/08/20 14:01 L1237959
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Analyte
ppbv
ug/m3
ppbv
ug/m3
1,1,1-Trichloroethane
71-55-6
133
0.200
1.09
ND
ND
1,1,2-Trichloroethane
79-00-5
133
0.200
1.09
ND
ND
Trichloroethylene
79-01-6
131
0.200
1.07
0.324
1.74
1,2,4-Trimethylbenzene
95-63-6
120
0.200
0.982
3.28
16.1
1,3,5-Trimethyl benzene
108-67-8
120
0.200
0.982
3.12
15.3
2,2,4-Trimethyl pentane
540-84-1
114.22
0.200
0.934
0.672
3.14
Vinyl chloride
75-01-4
62.50
0.200
0.511
ND
ND
Vinyl Bromide
593-60-2
106.95
0.200
0.875
ND
ND
Vinyl acetate
108-05-4
86.10
0.200
0.704
ND
ND
m&p-Xylene
1330-20-7
106
0.400
1.73
7.73
33.5
o-Xylene
95-47-6
106
0.200
0.867
7.07
30.7
(S)1,4-Bromof/uorobenzene
460-00-4
175
60.0-140
114
Qualifier Dilution Batch
B
WG1507444
WG1507444
WG1507444
WG1507444
WG1507444
WG1507444
WG1507444
WG1507444
WG1507444
WG1507444
WG1507444
WG1507444
Fp
IT-C]
FSS
Fn
Fc
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11 8 of 20

VP-4 SAMPLE RESULTS - 03 ONE LAB. NATIONWIDE.
Collected date/time: 07/08/20 14:44 L1237959
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
Acetone
67-64-1
58.10
1.25
2.97
6.47
15.4
1 WG1507444
Allyl chloride
107-05-1
76.53
0.200
0.626
ND
ND
1 WG1507444
Benzene
71-43-2
78.10
0.200
0.639
ND
ND
1 WG1507444
Benzyl Chloride
100-44-7
127
0.200
1.04
ND
ND
1 WG1507444
Bromodichloromethane
75-27-4
164
0.200
1.34
ND
ND
1 WG1507444
Bromoform
75-25-2
253
0.600
6.21
ND
ND
1 WG1507444
Bromomethane
74-83-9
94.90
0.200
0.776
ND
ND
1 WG1507444
1,3-Butadiene
106-99-0
54.10
2.00
4.43
ND
ND
1 WG1507444
Carbon disulfide
75-15-0
76.10
0.200
0.622
0.964
3.00
1 WG1507444
Carbon tetrachloride
56-23-5
154
0.200
1.26
ND
ND
1 WG1507444
Chlorobenzene
108-90-7
113
0.200
0.924
0.261
1.21
1 WG1507444
Chloroethane
75-00-3
64.50
0.200
0.528
ND
ND
1 WG1507444
Chloroform
67-66-3
119
0.200
0.973
0.917
4.46
1 WG1507444
Chloromethane
74-87-3
50.50
0.200
0.413
0.586
1.21
1 WG1507444
2-Chlorotoluene
95-49-8
126
0.200
1.03
ND
ND
1 WG1507444
Cyclohexane
110-82-7
84.20
0.200
0.689
0.801
2.76
1 WG1507444
Dibromochloromethane
124-48-1
208
0.200
1.70
ND
ND
1 WG1507444
1,2-Dibromoethane
106-93-4
188
0.200
1.54
ND
ND
1 WG1507444
1,2-Dichlorobenzene
95-50-1
147
0.200
1.20
ND
ND
1 WG1507444
1,3-Dichlorobenzene
541-73-1
147
0.200
1.20
ND
ND
1 WG1507444
1,4-Dichlorobenzene
106-46-7
147
0.200
1.20
ND
ND
1 WG1507444
1,2-Dichloroethane
107-06-2
99
0.200
0.810
ND
ND
1 WG1507444
1,1-Dichloroethane
75-34-3
98
0.200
0.802
ND
ND
1 WG1507444
1,1-Dichloroethene
75-35-4
96.90
0.200
0.793
ND
ND
1 WG1507444
cis-1,2-Dichloroethene
156-59-2
96.90
0.200
0.793
ND
ND
1 WG1507444
trans-1,2-Dichloroethene
156-60-5
96.90
0.200
0.793
ND
ND
1 WG1507444
1,2-Dichloropropane
78-87-5
113
0.200
0.924
ND
ND
1 WG1507444
cis-1,3-Dichloropropene
10061-01-5
111
0.200
0.908
ND
ND
1 WG1507444
trans-1,3-Dichloropropene
10061-02-6
111
0.200
0.908
ND
ND
1 WG1507444
1,4-Dioxane
123-91-1
88.10
0.200
0.721
ND
ND
1 WG1507444
Ethanol
64-17-5
46.10
0.630
1.19
9.12
17.2
1 WG1507444
Ethylbenzene
100-41-4
106
0.200
0.867
1.19
5.16
1 WG1507444
4-Ethyltoluene
622-96-8
120
0.200
0.982
0.812
3.99
1 WG1507444
Trichlorofluoromethane
75-69-4
137.40
0.200
1.12
0.801
4.50
1 WG1507444
Dichlorodifluoromethane
75-71-8
120.92
0.200
0.989
0.607
3.00
1 WG1507444
1,1,2-Trichlorotrifluoroethane
76-13-1
187.40
0.200
1.53
ND
ND
1 WG1507444
1,2-Dichlorotetrafluoroethane
76-14-2
171
0.200
1.40
ND
ND
1 WG1507444
Heptane
142-82-5
100
0.200
0.818
1.13
4.62
1 WG1507444
Hexachloro-1,3-butadiene
87-68-3
261
0.630
6.73
ND
ND
1 WG1507444
n-Hexane
110-54-3
86.20
0.630
2.22
1.47
5.18
1 WG1507444
Isopropylbenzene
98-82-8
120.20
0.200
0.983
ND
ND
1 WG1507444
Methylene Chloride
75-09-2
84.90
0.200
0.694
4.02
14.0
1 WG1507444
Methyl Butyl Ketone
591-78-6
100
1.25
5.11
ND
ND
1 WG1507444
2-Butanone(MEK)
78-93-3
72.10
1.25
3.69
1.37
4.04
1 WG1507444
4-Methyl-2-pentanone (MIBK)
108-10-1
100.10
1.25
5.12
ND
ND
1 WG1507444
Methyl methacrylate
80-62-6
100.12
0.200
0.819
ND
ND
1 WG1507444
MTBE
1634-04-4
88.10
0.200
0.721
ND
ND
1 WG1507444
Naphthalene
91-20-3
128
0.630
3.30
ND
ND
1 WG1507444
2-Propanol
67-63-0
60.10
1.25
3.07
3.46
8.50
1 WG1507444
Propene
115-07-1
42.10
0.400
0.689
ND
ND
1 WG1507444
Styrene
100-42-5
104
0.200
0.851
0.346
1.47
1 WG1507444
1,1,2,2-Tetrachloroethane
79-34-5
168
0.200
1.37
ND
ND
1 WG1507444
Tetrachloroethylene
127-18-4
166
0.200
1.36
1.74
11.8
1 WG1507444
Tetrahydrofuran
109-99-9
72.10
0.200
0.590
0.560
1.65
1 WG1507444
Toluene
108-88-3
92.10
0.200
0.753
1.68
6.33
1 WG1507444
1,2,4-Trichlorobenzene
120-82-1
181
0.630
4.66
ND
ND
1 WG1507444
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
Terracon -
Raleigh, NC
70197104
L1237959
08/11/20 12:11
FP1
FTc
FSS
4
Cn
Rc
F ql
FAI
FSC
PAGE:
9 of 20

ONE LAB. NATIONWIDE.
VP-4 SAMPLE RESULTS - 03
Collected date/time: 07/08/20 14:44 L1237959
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
1,1,1-Trichloroethane
71-55-6
133
0.200
1.09
ND
ND
1 WG1507444
1,1,2-Trichloroethane
79-00-5
133
0.200
1.09
ND
ND
1 WG1507444
Trichloroethylene
79-01-6
131
0.200
1.07
0.204
1.09
B 1 WG1507444
1,2,4-Trimethylbenzene
95-63-6
120
0.200
0.982
0.883
4.33
1 WG1507444
1,3,5-Trimethyl benzene
108-67-8
120
0.200
0.982
0.659
3.23
1 WG1507444
2,2,4-Trimethyl pentane
540-84-1
114.22
0.200
0.934
0.214
1.00
1 WG1507444
Vinyl chloride
75-01-4
62.50
0.200
0.511
ND
ND
1 WG1507444
Vinyl Bromide
593-60-2
106.95
0.200
0.875
ND
ND
1 WG1507444
Vinyl acetate
108-05-4
86.10
0.200
0.704
ND
ND
1 WG1507444
m&p-Xylene
1330-20-7
106
0.400
1.73
1.82
7.89
1 WG1507444
o-Xylene
95-47-6
106
0.200
0.867
1.32
5.72
1 WG1507444
(S)1,4-Bromof/uorobenzene
460-00-4
175
60.0-140
96.7
WG1507444
Fp
IT-C]
FSS
Fn
Fc
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11 10 of 20

VP-1 SAMPLE RESULTS - 04 ONE LAB. NATIONWIDE.
Collected date/time: 07/08/20 15:36 L1237959
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
Acetone
67-64-1
58.10
1.25
2.97
11.6
27.6
1 WG1507444
Allyl chloride
107-05-1
76.53
0.200
0.626
ND
ND
1 WG1507444
Benzene
71-43-2
78.10
0.200
0.639
0.394
1.26
1 WG1507444
Benzyl Chloride
100-44-7
127
0.200
1.04
ND
ND
1 WG1507444
Bromodichloromethane
75-27-4
164
0.200
1.34
ND
ND
1 WG1507444
Bromoform
75-25-2
253
0.600
6.21
ND
ND
1 WG1507444
Bromomethane
74-83-9
94.90
0.200
0.776
ND
ND
1 WG1507444
1,3-Butadiene
106-99-0
54.10
2.00
4.43
ND
ND
1 WG1507444
Carbon disulfide
75-15-0
76.10
0.200
0.622
2.24
6.97
1 WG1507444
Carbon tetrachloride
56-23-5
154
0.200
1.26
ND
ND
1 WG1507444
Chlorobenzene
108-90-7
113
0.200
0.924
ND
ND
1 WG1507444
Chloroethane
75-00-3
64.50
0.200
0.528
ND
ND
1 WG1507444
Chloroform
67-66-3
119
0.200
0.973
3.20
15.6
1 WG1507444
Chloromethane
74-87-3
50.50
0.200
0.413
2.05
4.23
1 WG1507444
2-Chlorotoluene
95-49-8
126
0.200
1.03
ND
ND
1 WG1507444
Cyclohexane
110-82-7
84.20
0.200
0.689
3.21
11.1
1 WG1507444
Dibromochloromethane
124-48-1
208
0.200
1.70
ND
ND
1 WG1507444
1,2-Dibromoethane
106-93-4
188
0.200
1.54
ND
ND
1 WG1507444
1,2-Dichlorobenzene
95-50-1
147
0.200
1.20
ND
ND
1 WG1507444
1,3-Dichlorobenzene
541-73-1
147
0.200
1.20
ND
ND
1 WG1507444
1,4-Dichlorobenzene
106-46-7
147
0.200
1.20
ND
ND
1 WG1507444
1,2-Dichloroethane
107-06-2
99
0.200
0.810
ND
ND
1 WG1507444
1,1-Dichloroethane
75-34-3
98
0.200
0.802
ND
ND
1 WG1507444
1,1-Dichloroethene
75-35-4
96.90
0.200
0.793
ND
ND
1 WG1507444
cis-1,2-Dichloroethene
156-59-2
96.90
0.200
0.793
ND
ND
1 WG1507444
trans-1,2-Dichloroethene
156-60-5
96.90
0.200
0.793
ND
ND
1 WG1507444
1,2-Dichloropropane
78-87-5
113
0.200
0.924
ND
ND
1 WG1507444
cis-1,3-Dichloropropene
10061-01-5
111
0.200
0.908
ND
ND
1 WG1507444
trans-1,3-Dichloropropene
10061-02-6
111
0.200
0.908
ND
ND
1 WG1507444
1,4-Dioxane
123-91-1
88.10
0.200
0.721
ND
ND
1 WG1507444
Ethanol
64-17-5
46.10
0.630
1.19
10.3
19.4
1 WG1507444
Ethylbenzene
100-41-4
106
0.200
0.867
0.512
2.22
1 WG1507444
4-Ethyltoluene
622-96-8
120
0.200
0.982
ND
ND
1 WG1507444
Trichlorofluoromethane
75-69-4
137.40
0.200
1.12
9.76
54.8
1 WG1507444
Dichlorodifluoromethane
75-71-8
120.92
0.200
0.989
0.572
2.83
1 WG1507444
1,1,2-Trichlorotrifluoroethane
76-13-1
187.40
0.200
1.53
ND
ND
1 WG1507444
1,2-Dichlorotetrafluoroethane
76-14-2
171
0.200
1.40
ND
ND
1 WG1507444
Heptane
142-82-5
100
0.200
0.818
0.888
3.63
1 WG1507444
Hexachloro-1,3-butadiene
87-68-3
261
0.630
6.73
ND
ND
1 WG1507444
n-Hexane
110-54-3
86.20
0.630
2.22
4.28
15.1
1 WG1507444
Isopropylbenzene
98-82-8
120.20
0.200
0.983
ND
ND
1 WG1507444
Methylene Chloride
75-09-2
84.90
0.200
0.694
1.20
4.17
1 WG1507444
Methyl Butyl Ketone
591-78-6
100
1.25
5.11
ND
ND
1 WG1507444
2-Butanone(MEK)
78-93-3
72.10
1.25
3.69
2.18
6.43
1 WG1507444
4-Methyl-2-pentanone (MIBK)
108-10-1
100.10
1.25
5.12
ND
ND
1 WG1507444
Methyl methacrylate
80-62-6
100.12
0.200
0.819
ND
ND
1 WG1507444
MTBE
1634-04-4
88.10
0.200
0.721
ND
ND
1 WG1507444
Naphthalene
91-20-3
128
0.630
3.30
ND
ND
1 WG1507444
2-Propanol
67-63-0
60.10
1.25
3.07
ND
ND
1 WG1507444
Propene
115-07-1
42.10
0.400
0.689
ND
ND
1 WG1507444
Styrene
100-42-5
104
0.200
0.851
0.411
1.75
1 WG1507444
1,1,2,2-Tetrachloroethane
79-34-5
168
0.200
1.37
ND
ND
1 WG1507444
Tetrachloroethylene
127-18-4
166
0.200
1.36
5.33
36.2
1 WG1507444
Tetrahydrofuran
109-99-9
72.10
0.200
0.590
ND
ND
1 WG1507444
Toluene
108-88-3
92.10
0.200
0.753
1.37
5.16
1 WG1507444
1,2,4-Trichlorobenzene
120-82-1
181
0.630
4.66
ND
ND
1 WG1507444
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
Terracon -
Raleigh, NC
70197104
L1237959
08/11/20 12:11
FP1
FTc
FSS
4
Cn
Rc
F ql
FAI
FSC
PAGE:
11 of 20

ONE LAB. NATIONWIDE.
VP-1 SAMPLE RESULTS - 04
Collected date/time: 07/08/20 15:36 L1237959
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
1,1,1-Trichloroethane
71-55-6
133
0.200
1.09
ND
ND
1 WG1507444
1,1,2-Trichloroethane
79-00-5
133
0.200
1.09
ND
ND
1 WG1507444
Trichloroethylene
79-01-6
131
0.200
1.07
0.352
1.89
B 1 WG1507444
1,2,4-Trimethylbenzene
95-63-6
120
0.200
0.982
0.402
1.97
1 WG1507444
1,3,5-Trimethyl benzene
108-67-8
120
0.200
0.982
ND
ND
1 WG1507444
2,2,4-Trimethyl pentane
540-84-1
114.22
0.200
0.934
0.527
2.46
1 WG1507444
Vinyl chloride
75-01-4
62.50
0.200
0.511
ND
ND
1 WG1507444
Vinyl Bromide
593-60-2
106.95
0.200
0.875
ND
ND
1 WG1507444
Vinyl acetate
108-05-4
86.10
0.200
0.704
ND
ND
1 WG1507444
m&p-Xylene
1330-20-7
106
0.400
1.73
0.855
3.71
1 WG1507444
o-Xylene
95-47-6
106
0.200
0.867
0.371
1.61
1 WG1507444
(S)1,4-Bromof/uorobenzene
460-00-4
175
60.0-140
147
11 WG1507444
Sample Narrative:
L1237959-04 WG1507444: Surrogate
failed due to matrix.
Fp
IT-C]
FSS
Fn
Fc
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11 12 of 20

WG1507444 QUALITY CONTROL SUMMARY ONE LAB. NATIONWIDE.
Volatile Organic Compounds (MS) by Method TO-15 L1237959-01,02,03,04
Method Blank (MB)
(MB) R3548745-2 07/11/20 06:20
MB Result
MB Qualifier MB MDL
MB RDL
Analyte
ppbv
ppbv
ppbv
Acetone
U
0.584
1.25
Allyl Chloride
U
0.114
0.200
Benzene
U
0.0715
0.200
Benzyl Chloride
0.0741
J 0.0598
0.200
Bromodichloromethane
U
0.0702
0.200
Bromoform
U
0.0732
0.600
Bromomethane
U
0.0982
0.200
1,3-Butadiene
U
0.104
2.00
Carbon disulfide
U
0.102
0.200
Carbon tetrachloride
U
0.0732
0.200
Chlorobenzene
U
0.0832
0.200
Chloroethane
U
0.0996
0.200
Chloroform
U
0.0717
0.200
Chloromethane
U
0.103
0.200
2-Chlorotoluene
U
0.0828
0.200
Cyclohexane
U
0.0753
0.200
Dibromochloromethane
U
0.0727
0.200
1,2-Dibromoethane
U
0.0721
0.200
1,2-Dichlorobenzene
U
0.128
0.200
1,3-Dichlorobenzene
U
0.182
0.200
1,4-Dichlorobenzene
U
0.0557
0.200
1,2-Dichloroethane
U
0.0700
0.200
1,1-Dichloroethane
U
0.0723
0.200
1,1-Dichloroethene
U
0.0762
0.200
cis-1,2-Dichloroethene
U
0.0784
0.200
trans-1,2-Dichloroethene
U
0.0673
0.200
1,2-Dichloropropane
U
0.0760
0.200
cis-1,3-Dichloropropene
U
0.0689
0.200
trans-1,3-Dichloropropene
U
0.0728
0.200
1,4-Dioxane
U
0.0833
0.200
Ethylbenzene
U
0.0835
0.200
4-Ethyltoluene
U
0.0783
0.200
Trichlorofluoromethane
U
0.0819
0.200
Dichlorodifluoromethane
U
0.137
0.200
1,1,2-Trichlorotrifluoroethane
U
0.0793
0.200
1,2-Dichlorotetrafluoroethane
U
0.0890
0.200
Heptane
U
0.104
0.200
Hexachloro-1,3-butadiene
U
0.105
0.630
n-Hexane
U
0.206
0.630
Isopropylbenzene
U
0.0777
0.200
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11 13 of 20

WG1507444 QUALITY CONTROL SUMMARY ONE LAB. NATIONWIDE.
Volatile Organic Compounds (MS) by Method TO-15 L1237959-01,02,03,04
Method Blank (MB)
(MB) R3548745-2 07/11/20 06:20
MB Result
Analyte ppbv
Methylene Chloride
U
Methyl Butyl Ketone
U
2-Butanone (MEK)
U
4-Methyl-2-pentanone (MIBK)
U
Methyl Methacrylate
U
MTBE
U
Naphthalene
U
2-Propanol
U
Propene
U
Styrene
U
1,1,2,2-Tetrachloroethane
U
Tetrachloroethylene
U
Tetrahydrofuran
U
Toluene
U
1,2,4-Trichlorobenzene
U
1,1,1-Trichloroethane
U
1,1,2-Trichloroethane
U
Trichloroethylene
0.0756
1,2,4-Trimethylbenzene
U
1,3,5-Trimethyl benzene
U
2,2,4-Trimethyl pentane
U
Vinyl chloride
U
Vinyl Bromide
U
Vinyl acetate
U
m&p-Xylene
U
o-Xylene
U
Ethanol
U
(S)1,4-Bromof/uorobenzene
879
MB Qualifier MB MDL
MB RDL
ppbv
ppbv
0.0979
0.200
0.133
1.25
0.0814
1.25
0.0765
1.25
0.0876
0.200
0.0647
0.200
0.350
0.630
0.264
1.25
0.0932
0.400
0.0788
0.200
0.0743
0.200
0.0814
0.200
0.0734
0.200
0.0870
0.200
0.148
0.630
0.0736
0.200
0.0775
0.200
J 0.0680
0.200
0.0764
0.200
0.0779
0.200
0.133
0.200
0.0949
0.200
0.0852
0.200
0.116
0.200
0.135
0.400
0.0828
0.200
0.265
0.630
60.0-140
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3548745-1 07/11/20 05:38 • (LCSD) R3548745-3 07/11/20 08:01
Spike Amount
LCS Result
LCSD Result
Analyte
ppbv
ppbv
ppbv
Ethanol
3.75
3.46
3.37
Propene
3.75
3.97
4.42
Dichlorodifluoromethane
3.75
4.09
4.53
1,2-Dichlorotetrafluoroethane
3.75
4.24
4.60
Chloromethane
3.75
3.97
4.33
ACCOUNT:
Terracon - Raleigh, NC
LCS Rec.
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
92.3
89.9
55.0-148
2.64
25
106
118
64.0-144
10.7
25
109
121
64.0-139
10.2
25
113
123
70.0-130
8.14
25
106
115
70.0-130
8.67
25
PROJECT:
SDG:
DATE/TIME: PAGE:
70197104
L1237959
08/11/20 12:11 14 of 20
FP1
FTc
FSS
4
Cn
FSr
�GI
FAI
FSC

WG1507444 QUALITY CONTROL SUMMARY
Volatile Organic Compounds (MS) by Method TO-15 L1237959-01,02,03,04
ONE LAB. NATIONWIDE.
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3548745-1 07/11/20 05:38 • (LCSD) R3548745-3 07/11/20 08:01
Spike Amount
LCS Result
LCSD Result
Analyte
ppbv
ppbv
ppbv
Vinyl chloride
3.75
4.15
4.44
1,3-Butadiene
3.75
3.93
4.30
Bromomethane
3.75
3.75
3.94
Chloroethane
3.75
3.52
3.64
Trichlorofluoromethane
3.75
3.83
3.97
1,1,2-Trichlorotrifluoroethane
3.75
4.35
4.48
1,1-Dichloroethene
3.75
4.22
4.39
1,1-Dichloroethane
3.75
4.16
4.31
Acetone
3.75
3.74
3.82
2-Propanol
3.75
4.08
3.99
Carbon disulfide
3.75
3.58
3.83
Methylene Chloride
3.75
3.88
4.08
MTBE
3.75
4.17
4.14
trans-1,2-Dichloroethene
3.75
4.16
4.31
n-Hexane
3.75
4.25
4.37
Vinyl acetate
3.75
4.13
4.27
Methyl Ethyl Ketone
3.75
4.04
3.91
cis-1,2-Dichloroethene
3.75
4.18
4.14
Chloroform
3.75
4.24
4.24
Cyclohexane
3.75
4.37
4.36
1,1,1-Trichloroethane
3.75
4.32
4.26
Carbon tetrachloride
3.75
4.36
4.37
Benzene
3.75
4.38
4.34
1,2-Dichloroethane
3.75
4.23
4.23
Heptane
3.75
3.80
3.75
Trichloroethylene
3.75
4.49
4.42
1,2-Dichloropropane
3.75
4.32
4.29
1,4-Dioxane
3.75
4.48
4.33
Bromodichloromethane
3.75
4.43
4.34
cis-1,3-Dichloropropene
3.75
4.44
4.34
4-Methyl-2-pentanone (MIBK)
3.75
4.12
4.06
Toluene
3.75
4.46
4.32
trans-1,3-Dichloropropene
3.75
4.43
4.26
1,1,2-Trichloroethane
3.75
4.53
4.42
Tetrachloroethylene
3.75
4.53
4.40
Methyl Butyl Ketone
3.75
4.11
4.05
Dibromochloromethane
3.75
4.67
4.50
1,2-Dibromoethane
3.75
4.56
4.47
Chlorobenzene
3.75
4.66
4.55
Ethylbenzene
3.75
4.43
4.46
ACCOUNT:
Terracon - Raleigh, NC
LCS Rec.
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
111
118
70.0-130
6.75
25
105
115
70.0-130
8.99
25
100
105
70.0-130
4.94
25
93.9
97.1
70.0-130
3.35
25
102
106
70.0-130
3.59
25
116
119
70.0-130
2.94
25
113
117
70.0-130
3.95
25
111
115
70.0-130
3.54
25
99.7
102
70.0-130
2.12
25
109
106
70.0-139
2.23
25
95.5
102
70.0-130
6.75
25
103
109
70.0-130
5.03
25
111
110
70.0-130
0.722
25
111
115
70.0-130
3.54
25
113
117
70.0-130
2.78
25
110
114
70.0-130
3.33
25
108
104
70.0-130
3.27
25
111
110
70.0-130
0.962
25
113
113
70.0-130
0.000
25
117
116
70.0-130
0.229
25
115
114
70.0-130
1.40
25
116
117
70.0-130
0.229
25
117
116
70.0-130
0.917
25
113
113
70.0-130
0.000
25
101
100
70.0-130
1.32
25
120
118
70.0-130
1.57
25
115
114
70.0-130
0.697
25
119
115
70.0-140
3.41
25
118
116
70.0-130
2.05
25
118
116
70.0-130
2.28
25
110
108
70.0-139
1.47
25
119
115
70.0-130
3.19
25
118
114
70.0-130
3.91
25
121
118
70.0-130
2.46
25
121
117
70.0-130
2.91
25
110
108
70.0-149
1.47
25
125
120
70.0-130
3.71
25
122
119
70.0-130
1.99
25
124
121
70.0-130
2.39
25
118
119
70.0-130
0.675
25
PROJECT:
SDG:
DATE/TIME: PAGE:
70197104
L1237959
08/11/20 12:11 15 of 20
FP1
FTC
FSS
[Cn]
FSr
�GI
FAI
FSC

WG1507444 QUALITY CONTROL SUMMARY
Volatile Organic Compounds (MS) by Method TO-15 L1237959-01,02,03,04
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
ONE LAB. NATIONWIDE.
(LCS) R3548745-1 07/11/20 05:38 • (LCSD) R3548745-3 07/11/20 08:01
Spike Amount
LCS Result
LCSD Result
LCS Rec.
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
Analyte
ppbv
ppbv
ppbv
%
%
%
%
%
m&p-Xylene
7.50
9.12
9.15
122
122
70.0-130
0.328
25
o-Xylene
3.75
4.39
4.43
117
118
70.0-130
0.907
25
Styrene
3.75
4.58
4.53
122
121
70.0-130
1.10
25
Bromoform
3.75
4.58
4.61
122
123
70.0-130
0.653
25
1,1,2,2-Tetrachloroethane
3.75
4.07
4.08
109
109
70.0-130
0.245
25
4-Ethyltoluene
3.75
4.22
4.23
113
113
70.0-130
0.237
25
1,3,5-Trim ethyl benzene
3.75
4.23
4.23
113
113
70.0-130
0.000
25
1,2,4-Trimethylbenzene
3.75
4.09
4.13
109
110
70.0-130
0.973
25
1,3-Dichlorobenzene
3.75
4.28
4.34
114
116
70.0-130
1.39
25
1,4-Dichlorobenzene
3.75
4.39
4.47
117
119
70.0-130
1.81
25
Benzyl Chloride
3.75
4.56
4.55
122
121
70.0-152
0.220
25
1,2-Dichlorobenzene
3.75
4.37
4.40
117
117
70.0-130
0.684
25
1,2,4-Trichlorobenzene
3.75
4.97
5.05
133
135
70.0-160
1.60
25
Hexachloro-1,3-butadiene
3.75
4.62
4.73
123
126
70.0-151
2.35
25
Naphthalene
3.75
4.17
4.25
111
113
70.0-159
1.90
25
Allyl Chloride
3.75
4.45
4.25
119
113
70.0-130
4.60
25
2-Chlorotoluene
3.75
4.23
4.24
113
113
70.0-130
0.236
25
Methyl Methacrylate
3.75
4.13
3.91
110
104
70.0-130
5.47
25
Tetrahydrofuran
3.75
4.02
3.91
107
104
70.0-137
2.77
25
2,2,4-Trimethyl pentane
3.75
4.29
4.27
114
114
70.0-130
0.467
25
Vinyl Bromide
3.75
3.91
4.03
104
107
70.0-130
3.02
25
Isopropylbenzene
3.75
4.47
4.46
119
119
70.0-130
0.224
25
(S)1,4-Bromofluorobenzene
88.3
88.7
60.0-140
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Terracon
- Raleigh, NC
70197104
L1237959
08/11/20 12:11 16 of 20
FP1
FTC
FSS
4
Cn
FSr
�GI
FAI
FSC

GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
ONE LAB. NATIONWIDE.
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On -Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
CP
IP
FTC
FSS
MDL
Method Detection Limit.
ND
Not detected at the Reporting Limit (or MDL where applicable).
[Cn]
RDL
Reported Detection Limit.
Rec.
Recovery.
FSr
RPD
Relative Percent Difference.
SDG
Sample Delivery Group.
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
6
QC
(S)
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U
Not detected at the Reporting Limit (or MDL where applicable).
Analyte
The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
a
Dilution
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
FSC
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
Limits
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
This column provides a letter and/or number designation that corresponds to additional information concerning the result
Qualifier
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state "ND" (Not Detected) or "BDL"
Result
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)
Confidence level of 2 sigma.
A brief discussion about the included sample results, including a discussion of any non -conformances to protocol
Case Narrative (Cn)
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
This section of the report includes the results of the laboratory quality control analyses required by procedure or
Summary (Qc)
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
This is the document created in the field when your samples were initially collected. This is used to verify the time and
Sample Chain of
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
Custody (Sc)
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
This section of your report will provide the results of all testing performed on your samples. These results are provided
Sample Results (Sr)
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)
This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier
Description
B
The same analyte is found in the associated blank.
J
The identification of the analyte is acceptable; the reported value is an estimate.
J1
Surrogate recovery limits have been exceeded; values are outside upper control limits.
ACCOUNT:
PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC
70197104 L1237959 08/11/20 12:11 17 of 20

ACCREDITATIONS & LOCATIONS ONE LAB. NATIONWIDE.
Pace National is the only environmental laboratory accredited/certified to support your work nationwide from one location. One phone call, one point of contact, one laboratory. No other lab is as
accessible or prepared to handle your needs throughout the country. Our capacity and capability from our single location laboratory is comparable to the collective totals of the network
laboratories in our industry. The most significant benefit to our one location design is the design of our laboratory campus. The model is conducive to accelerated productivity, decreasing FP1
turn -around time, and preventing cross contamination, thus protecting sample integrity. Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE.
Not all certifications held by the laboratory are applicable to the results reported in the attached report.
Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace National. Z
Tc
State Accreditations
f—�
Alabama
40660
Nebraska _
NE-OS-15-05
SS
Alaska
17-026
Nevada
TN-03-2002-34
Arizona
AZO612
New Hampshire
2975
Arkansas
88-0469
New Jersey_NELAP
TNO02
C n
California
2932
New Mexico
n/a
Colorado
TN00003
New York
11742
s
Connecticut
PH-0197
North Carolina
Env375
Sr
Florida
E87487
North Carolina'
DW21704
Georgia
NELAP
North Carolina'
41
Georgia'
923
North Dakota
R-140
RC
Idaho
TN00003
Ohio—VAP
CL0069
Illinois
200008
Oklahoma
9915
Indiana
C-TN-01
Oregon
TN200002
G
Iowa
364
Pennsylvania
68-02979
Kansas
E-10277
Rhode Island
LA000356
Kentucky76
90010
South Carolina
84004
Kentucky 2
16
South Dakota
n/a
Louisiana
A130792
Tennessee' 4
2006
Louisiana'
LA180010
Texas
T104704245-18-15
[SC
Maine
TN0002
Texas'
LABO152
Maryland
324
Utah
Massachusetts
M-TNO03
Vermont
Michigan
9958
Virginia
Minnesota
047-999-395
Washington
Mississippi
TN00003
West Virginia
Missouri
340
Wisconsin
Montana
CERT0086
Wyoming
Third Party
Federal Accreditations
A21LA — ISO 17025
1461.01
AIHA-LAP,LLC EMLAP
A21LA — ISO 17025 5
1461.02
DOD
Canada
1461.01
USDA
EPA—Crypto
TN00003
' Drinking Water 'Underground
Storage Tanks 3 Aquatic Toxicity 4 Chemical/Microbiological 5 Mold
6 Wastewater n/a Accreditation not applicable
Our Locations
TN00003
VT2006
460132
C847
233
9980939910
A2LA
100789
1461.01
P330-15-00234
Pace National has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies. If you would like assistance from one of our support offices, please contact
our main office. Pace National performs all testing at our central laboratory.
WA
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MT NO
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WY MI
NV
t NE IA OH PA
T f IL Ills WV
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CA�� T
KS MO KY
N
NM O� AR SC
T MS AL`7GA
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T
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wo HI
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1237959 08/11/20 12:11 18 of 20

Billing Information:
Terracon - Raleigh, NC
Accounts Payable LCh
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Ste 107
Ste 107
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Ralaivh Air 77911a
Report to:
Email To: [e-mail]
Analee Farrell
Project Description:
City/State �• jj I
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70197104
TERRRNC-70197104
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Two Pay _ 10 Day (Rod Only) � n / 1 No.
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Sample ID
Comp/Grab
Matrix "
Depth
Date
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Chain of Custody Page 0
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N.nur C-ft, b Tony a rrnwaa-
12065 Lebanon Rd �11;!:4M
Mount Juliet, TN 37122E 5--4-?
Phone. [phone] f ��
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Far 615-758-5959 ,
SDG # V
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Acctnum: TERRRNC
Template:T170415
Prelogin: P784237
PM: 873 - Heather J Wagner
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Shipped via: FedEX Ground
Remarks Sample k Ilab only)
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* Matrix:Remarks:
SS -Soil AIR -Air F-filter
j
PH Ternp�
Re i c xiis
Coe Seal Presentt: 14� Y
coC Signed/accurate: N
—N
GW - Groundwater B - Bioassay
WW - Waste Water
Flow Other T
bottles arrive intact:
Correct bottles used:
—N
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DW - prinking Water
OT -Othef
Samples returned via:
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Sufficient volume sent:
If Annlicable
VOA Zero Headspace:
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Billing Information:
Terracon - Raleigh, NC
Accounts Payable
2401 Brentwood Rd
12401 Brentwood Rd
Ste 107
Ste 107
Raleigh, NC 27604
Roloiah fur 77tnd
Report to:
Email To: [e-mail]
Analee Farrell
Project Description:
City/State
,
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Please
PT MT
DTCC Applied Tech Building
Collected:
•
Client Project #
tab Project #
Phone: [phone]
70197104
TERRRNC-70197204
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Site/Facility ID #
P.O. #
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VP-l'
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SDG #
[Acctnum: TERRR NC
empiate:T170415
Prelogln: P784237
PM: 373 - Heather J Wagner
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Conditiop*,

qaceAnalXical o ANALYTICAL REPORT
National Center for Testing & Innovation July 23, 2020
Terracon - Raleigh, NC
Sample Delivery Group: L1238879
Samples Received: 07/13/2020
Project Number: 70197104
Description: DTCC Applied Tech Building
Report To: Analee Farrell
2401 Brentwood Rd
Ste 107
Raleigh, NC 27604
Entire Report Reviewed By: 4�41
Heather J Wagner
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
JEW
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1238879 07/23/20 22:35 1 of 15

TABLE OF CONTENTS ONE LAB. NATIONWIDE.
Cp: Cover Page
1
Fn
Tc: Table of Contents
2
Ss: Sample Summary
3
Cn: Case Narrative
4
Sr: Sample Results
5
FS
VP-2 L1238879-01
5
[Cn]
VP-3 (7/10/20) L1238879-02
7
Qc: Quality Control Summary
9
Fr
Volatile Organic Compounds (MS) by Method TO-15
9
GI: Glossary of Terms
13
RC
Al: Accreditations & Locations
14
F,
Sc: Sample Chain of Custody
15
rAl
FSC
ACCOUNT: PROJECT: SDG:
DATE/TIME:
PAGE:
Terracon - Raleigh, NC 70197104 L1238879
07/23/20 22:35
2 of 15

SAMPLE SUMMARY ONE LAB. NATIONWIDE.
Collected by Collected date/time Received date/time
VP-2 L1238879-01 Air John Wells 07/10/2011:13 07/13/20 09:00 C
P
Method
Volatile Organic Compounds (MS) by Method TO-15
VP-3 (7/10/20) L1238879-02 Air
Method
Volatile Organic Compounds (MS) by Method TO-15
Batch Dilution Preparation Analysis Analyst Location I—J
date/time date/time FT,]
WG1508672 1 07/14/2015:14 07/14/2015:14 CAW Mt. Juliet, TN
Collected by Collected date/time Received date/time
John Wells 07/10/2010:36 07/13/20 09:00 ^
4I �
Batch Dilution Preparation Analysis Analyst Location
u
date/time date/time
FSrWG1508672 1 07/14/2015:55 07/14/2015:55 CAW Mt. Juliet, TN
RC
F,
FAI
FSC
ACCOUNT:
Terracon - Raleigh, NC
PROJECT: SDG: DATE/TIME: PAGE:
70197104 L1238879 07/23/20 22:35 3 of 15

CASE NARRATIVE
ONE LAB. NATIONWIDE.
FP1
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
FTChave
been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
FSS
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
FSr
FC-1
4�j
�GI
Heather J Wagner
Project Manager
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME:
PAGE:
Terracon - Raleigh, NC 70197104 L1238879 07/23/20 22:35
4 of 15

VP-2 SAMPLE RESULTS - 01 ONE LAB. NATIONWIDE.
Collected date/time: 07/10/20 11:13 L1238879
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
u
Analyte
ppbv
ug/m3
ppbv
ug/m3
Acetone
67-64-1
58.10
1.25
2.97
10.8
25.7
1 WG1508672
FTc
Allyl chloride
107-05-1
76.53
0.200
0.626
ND
ND
1 WG1508672
Benzene
71-43-2
78.10
0.200
0.639
0.262
0.837
1 WG1508672
F
Benzyl Chloride
100-44-7
127
0.200
1.04
ND
ND
1 WG1508672
Bromodichloromethane
75-27-4
164
0.200
1.34
ND
ND
1 WG1508672
Bromoform
75-25-2
253
0.600
6.21
NDND
1 WG1508672
rCn
Bromomethane
74-83-9
94.90
0.200
0.776
ND
ND
1 WG1508672
1,3-Butadiene
106-99-0
54.10
2.00
4.43
ND
ND
1 WG1508672
Carbon disulfide
75-15-0
76.10
0.200
0.622
4.11
12.8
1 WG1508672
Carbon tetrachloride
56-23-5
154
0.200
1.26
ND
ND
1 WG1508672
Chlorobenzene
108-90-7
113
0.200
0.924
ND
ND
1 WG1508672
6
QC
Chloroethane
75-00-3
64.50
0.200
0.528
ND
ND
1 WG1508672
Chloroform
67-66-3
119
0.200
0.973
1.19
5.79
1 WG1508672
7G1
Chloromethane
74-87-3
50.50
0.200
0.413
0.641
1.32
1 WG1508672
2-Chlorotoluene
95-49-8
126
0.200
1.03
ND
ND
1 WG1508672
Cyclohexane
110-82-7
84.20
0.200
0.689
0.382
1.32
1 WG1508672
FAI
Dibromochloromethane
124-48-1
208
0.200
1.70
ND
ND
1 WG1508672
1,2-Dibromoethane
106-93-4
188
0.200
1.54
ND
ND
1 WG1508672
F
1,2-Dichlorobenzene
95-50-1
147
0.200
1.20
ND
ND
1 WG1508672
1,3-Dichlorobenzene
541-73-1
147
0.200
1.20
ND
ND
1 WG1508672
1,4-Dichlorobenzene
106-46-7
147
0.200
1.20
ND
ND
1 WG1508672
1,2-Dichloroethane
107-06-2
99
0.200
0.810
ND
ND
1 WG1508672
1,1-Dichloroethane
75-34-3
98
0.200
0.802
ND
ND
1 WG1508672
1,1-Dichloroethene
75-35-4
96.90
0.200
0.793
ND
ND
1 WG1508672
cis-1,2-Dichloroethene
156-59-2
96.90
0.200
0.793
ND
ND
1 WG1508672
trans-1,2-Dichloroethene
156-60-5
96.90
0.200
0.793
ND
ND
1 WG1508672
1,2-Dichloropropane
78-87-5
113
0.200
0.924
ND
ND
1 WG1508672
cis-1,3-Dichloropropene
10061-01-5
111
0.200
0.908
ND
ND
1 WG1508672
trans-1,3-Dichloropropene
10061-02-6
111
0.200
0.908
ND
ND
1 WG1508672
1,4-Dioxane
123-91-1
88.10
0.200
0.721
ND
ND
1 WG1508672
Ethanol
64-17-5
46.10
0.630
1.19
48.5
91.4
1 WG1508672
Ethylbenzene
100-41-4
106
0.200
0.867
0.759
3.29
1 WG1508672
4-Ethyltoluene
622-96-8
120
0.200
0.982
1.23
6.04
1 WG1508672
Trichlorofluoromethane
75-69-4
137.40
0.200
1.12
0.625
3.51
1 WG1508672
Dichlorodifluoromethane
75-71-8
120.92
0.200
0.989
0.559
2.76
1 WG1508672
1,1,2-Trichlorotrifluoroethane
76-13-1
187.40
0.200
1.53
ND
ND
1 WG1508672
1,2-Dichlorotetrafluoroethane
76-14-2
171
0.200
1.40
ND
ND
1 WG1508672
Heptane
142-82-5
100
0.200
0.818
0.433
1.77
1 WG1508672
Hexachloro-1,3-butadiene
87-68-3
261
0.630
6.73
ND
ND
1 WG1508672
n-Hexane
110-54-3
86.20
0.630
2.22
2.34
8.25
1 WG1508672
Isopropylbenzene
98-82-8
120.20
0.200
0.983
ND
ND
1 WG1508672
Methylene Chloride
75-09-2
84.90
0.200
0.694
2.87
9.97
1 WG1508672
Methyl Butyl Ketone
591-78-6
100
1.25
5.11
ND
ND
1 WG1508672
2-Butanone(MEK)
78-93-3
72.10
1.25
3.69
1.85
5.46
1 WG1508672
4-Methyl-2-pentanone (MIBK)
108-10-1
100.10
1.25
5.12
ND
ND
1 WG1508672
Methyl methacrylate
80-62-6
100.12
0.200
0.819
ND
ND
1 WG1508672
MTBE
1634-04-4
88.10
0.200
0.721
ND
ND
1 WG1508672
Naphthalene
91-20-3
128
0.630
3.30
ND
ND
1 WG1508672
2-Propanol
67-63-0
60.10
1.25
3.07
6.07
14.9
1 WG1508672
Propene
115-07-1
42.10
0.400
0.689
ND
ND
1 WG1508672
Styrene
100-42-5
104
0.200
0.851
ND
ND
1 WG1508672
1,1,2,2-Tetrachloroethane
79-34-5
168
0.200
1.37
ND
ND
1 WG1508672
Tetrachloroethylene
127-18-4
166
0.200
1.36
2.22
15.1
1 WG1508672
Tetrahydrofuran
109-99-9
72.10
0.200
0.590
ND
ND
1 WG1508672
Toluene
108-88-3
92.10
0.200
0.753
3.91
14.7
1 WG1508672
1,2,4-Trichlorobenzene
120-82-1
181
0.630
4.66
ND
ND
1 WG1508672
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Terracon -
Raleigh, NC
70197104
L1238879
07/23/20 22:35
5 of 15

ONE LAB. NATIONWIDE.
VP-2 SAMPLE RESULTS - 01
Collected date/time: 07/10/20 11:13 L1238879
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
1,1,1-Trichloroethane
71-55-6
133
0.200
1.09
ND
ND
1 WG1508672
1,1,2-Trichloroethane
79-00-5
133
0.200
1.09
ND
ND
1 WG1508672
Trichloroethylene
79-01-6
131
0.200
1.07
ND
ND
1 WG1508672
1,2,4-Trimethylbenzene
95-63-6
120
0.200
0.982
1.26
6.18
1 WG1508672
1,3,5-Trimethyl benzene
108-67-8
120
0.200
0.982
0.431
2.12
1 WG1508672
2,2,4-Trimethyl pentane
540-84-1
114.22
0.200
0.934
1.11
5.19
1 WG1508672
Vinyl chloride
75-01-4
62.50
0.200
0.511
ND
ND
1 WG1508672
Vinyl Bromide
593-60-2
106.95
0.200
0.875
ND
ND
1 WG1508672
Vinyl acetate
108-05-4
86.10
0.200
0.704
ND
ND
1 WG1508672
m&p-Xylene
1330-20-7
106
0.400
1.73
3.23
14.0
1 WG1508672
o-Xylene
95-47-6
106
0.200
0.867
1.50
6.50
1 WG1508672
(S)1,4-Bromof/uorobenzene
460-00-4
175
60.0-140
115
WG1508672
Fp
FTc
FSS
Fn
Fc
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1238879 07/23/20 22:35 6 of 15

VP-3 (7/10/20) SAMPLE RESULTS - 02 ONE LAB. NATIONWIDE.
Collected date/time: 07/10/20 10:36 L1238879
Volatile Organic Compounds (MS) by Method TO-15
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
Acetone
67-64-1
58.10
1.25
2.97
4.57
10.9
1 WG1508672
Allyl chloride
107-05-1
76.53
0.200
0.626
ND
ND
1 WG1508672
Benzene
71-43-2
78.10
0.200
0.639
0.256
0.818
1 WG1508672
Benzyl Chloride
100-44-7
127
0.200
1.04
ND
ND
1 WG1508672
Bromodichloromethane
75-27-4
164
0.200
1.34
ND
ND
1 WG1508672
Bromoform
75-25-2
253
0.600
6.21
ND
ND
1 WG1508672
Bromomethane
74-83-9
94.90
0.200
0.776
ND
ND
1 WG1508672
1,3-Butadiene
106-99-0
54.10
2.00
4.43
ND
ND
1 WG1508672
Carbon disulfide
75-15-0
76.10
0.200
0.622
ND
ND
1 WG1508672
Carbon tetrachloride
56-23-5
154
0.200
1.26
ND
ND
1 WG1508672
Chlorobenzene
108-90-7
113
0.200
0.924
ND
ND
1 WG1508672
Chloroethane
75-00-3
64.50
0.200
0.528
ND
ND
1 WG1508672
Chloroform
67-66-3
119
0.200
0.973
1.59
7.74
1 WG1508672
Chloromethane
74-87-3
50.50
0.200
0.413
0.471
0.973
1 WG1508672
2-Chlorotoluene
95-49-8
126
0.200
1.03
ND
ND
1 WG1508672
Cyclohexane
110-82-7
84.20
0.200
0.689
0.636
2.19
1 WG1508672
Dibromochloromethane
124-48-1
208
0.200
1.70
ND
ND
1 WG1508672
1,2-Dibromoethane
106-93-4
188
0.200
1.54
ND
ND
1 WG1508672
1,2-Dichlorobenzene
95-50-1
147
0.200
1.20
ND
ND
1 WG1508672
1,3-Dichlorobenzene
541-73-1
147
0.200
1.20
ND
ND
1 WG1508672
1,4-Dichlorobenzene
106-46-7
147
0.200
1.20
ND
ND
1 WG1508672
1,2-Dichloroethane
107-06-2
99
0.200
0.810
ND
ND
1 WG1508672
1,1-Dichloroethane
75-34-3
98
0.200
0.802
ND
ND
1 WG1508672
1,1-Dichloroethene
75-35-4
96.90
0.200
0.793
ND
ND
1 WG1508672
cis-1,2-Dichloroethene
156-59-2
96.90
0.200
0.793
ND
ND
1 WG1508672
trans-1,2-Dichloroethene
156-60-5
96.90
0.200
0.793
ND
ND
1 WG1508672
1,2-Dichloropropane
78-87-5
113
0.200
0.924
ND
ND
1 WG1508672
cis-1,3-Dichloropropene
10061-01-5
111
0.200
0.908
ND
ND
1 WG1508672
trans-1,3-Dichloropropene
10061-02-6
111
0.200
0.908
ND
ND
1 WG1508672
1,4-Dioxane
123-91-1
88.10
0.200
0.721
ND
ND
1 WG1508672
Ethanol
64-17-5
46.10
0.630
1.19
52.5
99.0
1 WG1508672
Ethylbenzene
100-41-4
106
0.200
0.867
0.327
1.42
1 WG1508672
4-Ethyltoluene
622-96-8
120
0.200
0.982
ND
ND
1 WG1508672
Trichlorofluoromethane
75-69-4
137.40
0.200
1.12
0.823
4.62
1 WG1508672
Dichlorodifluoromethane
75-71-8
120.92
0.200
0.989
0.555
2.74
1 WG1508672
1,1,2-Trichlorotrifluoroethane
76-13-1
187.40
0.200
1.53
ND
ND
1 WG1508672
1,2-Dichlorotetrafluoroethane
76-14-2
171
0.200
1.40
ND
ND
1 WG1508672
Heptane
142-82-5
100
0.200
0.818
0.271
1.11
1 WG1508672
Hexachloro-1,3-butadiene
87-68-3
261
0.630
6.73
ND
ND
1 WG1508672
n-Hexane
110-54-3
86.20
0.630
2.22
0.804
2.83
1 WG1508672
Isopropylbenzene
98-82-8
120.20
0.200
0.983
ND
ND
1 WG1508672
Methylene Chloride
75-09-2
84.90
0.200
0.694
0.213
0.740
1 WG1508672
Methyl Butyl Ketone
591-78-6
100
1.25
5.11
ND
ND
1 WG1508672
2-Butanone (MEK)
78-93-3
72.10
1.25
3.69
ND
ND
1 WG1508672
4-Methyl-2-pentanone (MIBK)
108-10-1
100.10
1.25
5.12
ND
ND
1 WG1508672
Methyl methacrylate
80-62-6
100.12
0.200
0.819
ND
ND
1 WG1508672
MTBE
1634-04-4
88.10
0.200
0.721
ND
ND
1 WG1508672
Naphthalene
91-20-3
128
0.630
3.30
ND
ND
1 WG1508672
2-Propanol
67-63-0
60.10
1.25
3.07
4.63
11.4
1 WG1508672
Propene
115-07-1
42.10
0.400
0.689
ND
ND
1 WG1508672
Styrene
100-42-5
104
0.200
0.851
0.310
1.32
1 WG1508672
1,1,2,2-Tetrachloroethane
79-34-5
168
0.200
1.37
ND
ND
1 WG1508672
Tetrachloroethylene
127-18-4
166
0.200
1.36
2.63
17.9
1 WG1508672
Tetrahydrofuran
109-99-9
72.10
0.200
0.590
ND
ND
1 WG1508672
Toluene
108-88-3
92.10
0.200
0.753
1.20
4.52
1 WG1508672
1,2,4-Trichlorobenzene
120-82-1
181
0.630
4.66
ND
ND
1 WG1508672
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Terracon -
Raleigh, NC
70197104
L1238879
07/23/20 22:35 7 of 15
FP1
FTc
FSS
4
Cn
Rc
F ql
FAI
FSC

VP-3 (7110120) SAMPLE RESULTS - 02
Collected date/time: 07/10/20 10:36 L1238879
Volatile Organic Compounds (MS) by Method TO-15
ONE LAB. NATIONWIDE
CAS #
Mol. Wt.
RDL1
RDL2
Result
Result
Qualifier Dilution Batch
Analyte
ppbv
ug/m3
ppbv
ug/m3
1,1,1-Trichloroethane
71-55-6
133
0.200
1.09
ND
ND
1 WG1508672
1,1,2-Trichloroethane
79-00-5
133
0.200
1.09
ND
ND
1 WG1508672
Trichloroethylene
79-01-6
131
0.200
1.07
0.707
3.79
1 WG1508672
1,2,4-Trimethylbenzene
95-63-6
120
0.200
0.982
0.490
2.40
1 WG1508672
1,3,5-Trimethyl benzene
108-67-8
120
0.200
0.982
0.206
1.01
1 WG1508672
2,2,4-Trimethyl pentane
540-84-1
114.22
0.200
0.934
ND
ND
1 WG1508672
Vinyl chloride
75-01-4
62.50
0.200
0.511
ND
ND
1 WG1508672
Vinyl Bromide
593-60-2
106.95
0.200
0.875
ND
ND
1 WG1508672
Vinyl acetate
108-05-4
86.10
0.200
0.704
ND
ND
1 WG1508672
m&p-Xylene
1330-20-7
106
0.400
1.73
0.933
4.04
1 WG1508672
o-Xylene
95-47-6
106
0.200
0.867
0.525
2.28
1 WG1508672
(S)1,4-Bromof/uorobenzene
460-00-4
175
60.0-140
129
WG1508672
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1238879 07/23/20 22:35 8 of 15

WG1508672 QUALITY CONTROL SUMMARY ONE LAB. NATIONWIDE.
Volatile Organic Compounds (MS) by Method TO-15 L1238879-01,02
Method Blank (MB)
(MB) R3549564-3 07/14/2010:10
MB Result
MB Qualifier MB MDL
MB RDL
Analyte
ppbv
ppbv
ppbv
Acetone
U
0.584
1.25
Allyl Chloride
U
0.114
0.200
Benzene
U
0.0715
0.200
Benzyl Chloride
U
0.0598
0.200
Bromodichloromethane
U
0.0702
0.200
Bromoform
U
0.0732
0.600
Bromomethane
U
0.0982
0.200
1,3-Butadiene
U
0.104
2.00
Carbon disulfide
U
0.102
0.200
Carbon tetrachloride
U
0.0732
0.200
Chlorobenzene
U
0.0832
0.200
Chloroethane
U
0.0996
0.200
Chloroform
U
0.0717
0.200
Chloromethane
U
0.103
0.200
2-Chlorotoluene
U
0.0828
0.200
Cyclohexane
U
0.0753
0.200
Dibromochloromethane
U
0.0727
0.200
1,2-Dibromoethane
U
0.0721
0.200
1,2-Dichlorobenzene
U
0.128
0.200
1,3-Dichlorobenzene
U
0.182
0.200
1,4-Dichlorobenzene
U
0.0557
0.200
1,2-Dichloroethane
U
0.0700
0.200
1,1-Dichloroethane
U
0.0723
0.200
1,1-Dichloroethene
U
0.0762
0.200
cis-1,2-Dichloroethene
U
0.0784
0.200
trans-1,2-Dichloroethene
U
0.0673
0.200
1,2-Dichloropropane
U
0.0760
0.200
cis-1,3-Dichloropropene
U
0.0689
0.200
trans-1,3-Dichloropropene
U
0.0728
0.200
1,4-Dioxane
U
0.0833
0.200
Ethylbenzene
U
0.0835
0.200
4-Ethyltoluene
U
0.0783
0.200
Trichlorofluoromethane
U
0.0819
0.200
Dichlorodifluoromethane
U
0.137
0.200
1,1,2-Trichlorotrifluoroethane
U
0.0793
0.200
1,2-Dichlorotetrafluoroethane
U
0.0890
0.200
Heptane
U
0.104
0.200
Hexachloro-1,3-butadiene
U
0.105
0.630
n-Hexane
U
0.206
0.630
Isopropylbenzene
U
0.0777
0.200
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1238879 07/23/20 22:35 9 of 15

WG1508672 QUALITY CONTROL SUMMARY ONE LAB. NATIONWIDE.
Volatile Organic Compounds (MS) by Method TO-15 L1238879-01,02
Method Blank (MB)
(MB) R3549564-3 07/14/2010:10
MB Result
Analyte ppbv
Methylene Chloride
U
Methyl Butyl Ketone
U
2-Butanone (MEK)
U
4-Methyl-2-pentanone (MIBK)
U
Methyl Methacrylate
U
MTBE
U
Naphthalene
U
2-Propanol
U
Propene
U
Styrene
U
1,1,2,2-Tetrachloroethane
U
Tetrachloroethylene
U
Tetrahydrofuran
U
Toluene
U
1,2,4-Trichlorobenzene
U
1,1,1-Trichloroethane
U
1,1,2-Trichloroethane
U
Trichloroethylene
U
1,2,4-Trimethylbenzene
U
1,3,5-Trimethyl benzene
U
2,2,4-Trimethyl pentane
U
Vinyl chloride
U
Vinyl Bromide
U
Vinyl acetate
U
m&p-Xylene
U
o-Xylene
U
Ethanol
U
(S)1,4-Bromof/uorobenzene
102
MB Qualifier MB MDL
MB RDL
ppbv
ppbv
0.0979
0.200
0.133
1.25
0.0814
1.25
0.0765
1.25
0.0876
0.200
0.0647
0.200
0.350
0.630
0.264
1.25
0.0932
0.400
0.0788
0.200
0.0743
0.200
0.0814
0.200
0.0734
0.200
0.0870
0.200
0.148
0.630
0.0736
0.200
0.0775
0.200
0.0680
0.200
0.0764
0.200
0.0779
0.200
0.133
0.200
0.0949
0.200
0.0852
0.200
0.116
0.200
0.135
0.400
0.0828
0.200
0.265
0.630
60.0-140
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3549564-1 07/14/20 08:54 • (LCSD) R3549564-2 07/14/20 09:33
Spike Amount
LCS Result
LCSD Result
LCS Rec.
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
Analyte ppbv
ppbv
ppbv
%
%
%
%
%
Ethanol 3.75
4.41
4.28
118
114
55.0-148
2.99
25
Propene 3.75
4.54
4.53
121
121
64.0-144
0.221
25
Dichlorodifluoromethane 3.75
4.27
4.30
114
115
64.0-139
0.700
25
1,2-Dichlorotetrafluoroethane 3.75
4.20
4.23
112
113
70.0-130
0.712
25
Chloromethane 3.75
4.38
4.44
117
118
70.0-130
1.36
25
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Terracon - Raleigh, NC
70197104
L1238879
07/23/20 22:35 10 of 15
FP1
FTc
FSS
4
Cn
FSr
�GI
FAI
FSC

WG1508672 QUALITY CONTROL SUMMARY
Volatile Organic Compounds (MS) by Method TO-15 L1238879-01,02
ONE LAB. NATIONWIDE.
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3549564-1 07/14/20 08:54 • (LCSD) R3549564-2 07/14/20 09:33
Spike Amount
LCS Result
LCSD Result
LCS Rec.
Analyte
ppbv
ppbv
ppbv
%
Vinyl chloride
3.75
3.99
3.98
106
1,3-Butadiene
3.75
4.27
4.33
114
Bromomethane
3.75
3.77
3.80
101
Chloroethane
3.75
3.70
3.68
98.7
Trichlorofluoromethane
3.75
4.01
4.03
107
1,1,2-Trichlorotrifluoroethane
3.75
4.15
4.14
111
1,1-Dichloroethene
3.75
4.39
4.38
117
1,1-Dichloroethane
3.75
4.23
4.36
113
Acetone
3.75
4.70
4.69
125
2-Propanol
3.75
4.64
4.62
124
Carbon disulfide
3.75
4.27
4.24
114
Methylene Chloride
3.75
4.20
4.24
112
MTBE
3.75
4.32
4.35
115
trans-1,2-Dichloroethene
3.75
4.24
4.39
113
n-Hexane
3.75
4.28
4.38
114
Vinyl acetate
3.75
4.36
4.53
116
Methyl Ethyl Ketone
3.75
4.25
4.29
113
cis-1,2-Dichloroethene
3.75
4.31
4.39
115
Chloroform
3.75
4.15
4.15
111
Cyclohexane
3.75
4.25
4.22
113
1,1,1-Trichloroethane
3.75
4.14
4.14
110
Carbon tetrachloride
3.75
4.14
4.14
110
Benzene
3.75
4.05
4.08
108
1,2-Dichloroethane
3.75
4.19
4.20
112
Heptane
3.75
4.32
4.46
115
Trichloroethylene
3.75
4.05
4.11
108
1,2-Dichloropropane
3.75
4.18
4.18
111
1,4-Dioxane
3.75
4.14
4.23
110
Bromodichloromethane
3.75
4.04
4.09
108
cis-1,3-Dichloropropene
3.75
4.12
4.21
110
4-Methyl-2-pentanone (MIBK)
3.75
4.41
4.41
118
Toluene
3.75
4.16
4.16
111
trans-1,3-Dichloropropene
3.75
4.22
4.22
113
1,1,2-Trichloroethane
3.75
4.04
4.02
108
Tetrachloroethylene
3.75
3.90
3.92
104
Methyl Butyl Ketone
3.75
4.39
4.47
117
Dibromochloromethane
3.75
3.99
3.99
106
1,2-Dibromoethane
3.75
4.06
4.10
108
Chlorobenzene
3.75
4.02
4.01
107
Ethylbenzene
3.75
4.16
4.18
111
ACCOUNT:
Terracon - Raleigh, INC
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
106
70.0-130
0.251
25
115
70.0-130
1.40
25
101
70.0-130
0.793
25
98.1
70.0-130
0.542
25
107
70.0-130
0.498
25
110
70.0-130
0.241
25
117
70.0-130
0.228
25
116
70.0-130
3.03
25
125
70.0-130
0.213
25
123
70.0-139
0.432
25
113
70.0-130
0.705
25
113
70.0-130
0.948
25
116
70.0-130
0.692
25
117
70.0-130
3.48
25
117
70.0-130
2.31
25
121
70.0-130
3.82
25
114
70.0-130
0.937
25
117
70.0-130
1.84
25
111
70.0-130
0.000
25
113
70.0-130
0.708
25
110
70.0-130
0.000
25
110
70.0-130
0.000
25
109
70.0-130
0.738
25
112
70.0-130
0.238
25
119
70.0-130
3.19
25
110
70.0-130
1.47
25
111
70.0-130
0.000
25
113
70.0-140
2.15
25
109
70.0-130
1.23
25
112
70.0-130
2.16
25
118
70.0-139
0.000
25
111
70.0-130
0.000
25
113
70.0-130
0.000
25
107
70.0-130
0.496
25
105
70.0-130
0.512
25
119
70.0-149
1.81
25
106
70.0-130
0.000
25
109
70.0-130
0.980
25
107
70.0-130
0.249
25
111
70.0-130
0.480
25
PROJECT:
SDG:
DATE/TIME: PAGE:
70197104
L1238879
07/23/20 22:35 11 of 15
FP1
FTC
FSS
[Cn]
FSr
�GI
FAI
FSC

WG1508672 QUALITY CONTROL SUMMARY
Volatile Organic Compounds (MS) by Method TO-15 L1238879-01,02
ONE LAB. NATIONWIDE.
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3549564-1 07/14/20 08:54 • (LCSD) R3549564-2 07/14/20 09:33
Spike Amount
LCS Result
LCSD Result
LCS Rec.
Analyte
ppbv
ppbv
ppbv
%
m&p-Xylene
7.50
8.56
8.58
114
o-Xylene
3.75
4.19
4.23
112
Styrene
3.75
4.24
4.27
113
Bromoform
3.75
3.94
3.94
105
1,1,2,2-Tetrachloroethane
3.75
4.07
4.11
109
4-Ethyltoluene
3.75
4.23
4.24
113
1,3,5-Trim ethyl benzene
3.75
4.22
4.25
113
1,2,4-Trimethylbenzene
3.75
4.27
4.29
114
1,3-Dichlorobenzene
3.75
4.01
3.99
107
1,4-Dichlorobenzene
3.75
4.05
4.09
108
Benzyl Chloride
3.75
4.17
4.18
111
1,2-Dichlorobenzene
3.75
3.99
4.02
106
1,2,4-Trichlorobenzene
3.75
4.03
4.04
107
Hexachloro-1,3-butadiene
3.75
3.81
3.86
102
Naphthalene
3.75
4.13
4.15
110
Allyl Chloride
3.75
4.69
4.70
125
2-Chlorotoluene
3.75
4.17
4.19
111
Methyl Methacrylate
3.75
4.14
4.28
110
Tetrahydrofuran
3.75
4.39
4.39
117
2,2,4-Trimethyl pentane
3.75
4.47
4.52
119
Vinyl Bromide
3.75
3.80
3.84
101
Isopropylbenzene
3.75
4.28
4.34
114
(S)1,4-Bromofluorobenzene
101
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
114
70.0-130
0.233
25
113
70.0-130
0.950
25
114
70.0-130
0.705
25
105
70.0-130
0.000
25
110
70.0-130
0.978
25
113
70.0-130
0.236
25
113
70.0-130
0.708
25
114
70.0-130
0.467
25
106
70.0-130
0.500
25
109
70.0-130
0.983
25
111
70.0-152
0.240
25
107
70.0-130
0.749
25
108
70.0-160
0.248
25
103
70.0-151
1.30
25
111
70.0-159
0.483
25
125
70.0-130
0.213
25
112
70.0-130
0.478
25
114
70.0-130
3.33
25
117
70.0-137
0.000
25
121
70.0-130
1.11
25
102
70.0-130
1.05
25
116
70.0-130
1.39
25
101
60.0-140
FP1
FTC
FSS
4
Cn
FSr
�GI
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1238879 07/23/20 22:35 12 of 15

GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
ONE LAB. NATIONWIDE.
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On -Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
CP
IP
FTC
FSS
MDL
Method Detection Limit.
ND
Not detected at the Reporting Limit (or MDL where applicable).
[Cn]
RDL
Reported Detection Limit.
Rec.
Recovery.
FSr
RPD
Relative Percent Difference.
SDG
Sample Delivery Group.
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
6
QC
(S)
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U
Not detected at the Reporting Limit (or MDL where applicable).
Analyte
The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
a
Dilution
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
FSC
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
Limits
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
This column provides a letter and/or number designation that corresponds to additional information concerning the result
Qualifier
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state "ND" (Not Detected) or "BDL"
Result
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)
Confidence level of 2 sigma.
A brief discussion about the included sample results, including a discussion of any non -conformances to protocol
Case Narrative (Cn)
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
This section of the report includes the results of the laboratory quality control analyses required by procedure or
Summary (Qc)
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
This is the document created in the field when your samples were initially collected. This is used to verify the time and
Sample Chain of
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
Custody (Sc)
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
This section of your report will provide the results of all testing performed on your samples. These results are provided
Sample Results (Sr)
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)
This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier
Description
The remainder of this page intentionally left blank, there are no qualifiers applied to this SDG.
ACCOUNT:
PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC
70197104 L1238879 07/23/20 22:35 13 of 15

ACCREDITATIONS & LOCATIONS ONE LAB. NATIONWIDE.
Pace National is the only environmental laboratory accredited/certified to support your work nationwide from one location. One phone call, one point of contact, one laboratory. No other lab is as
accessible or prepared to handle your needs throughout the country. Our capacity and capability from our single location laboratory is comparable to the collective totals of the network
laboratories in our industry. The most significant benefit to our one location design is the design of our laboratory campus. The model is conducive to accelerated productivity, decreasing FP1
turn -around time, and preventing cross contamination, thus protecting sample integrity. Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE.
Not all certifications held by the laboratory are applicable to the results reported in the attached report.
Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace National. Z
Tc
State Accreditations
f—�
Alabama
40660
Nebraska _
NE-OS-15-05
SS
Alaska
17-026
Nevada
TN-03-2002-34
Arizona
AZO612
New Hampshire
2975
Arkansas
88-0469
New Jersey_NELAP
TNO02
C n
California
2932
New Mexico
n/a
Colorado
TN00003
New York
11742
s
Connecticut
PH-0197
North Carolina
Env375
Sr
Florida
E87487
North Carolina'
DW21704
Georgia
NELAP
North Carolina'
41
Georgia'
923
North Dakota
R-140
RC
Idaho
TN00003
Ohio—VAP
CL0069
Illinois
200008
Oklahoma
9915
Indiana
C-TN-01
Oregon
TN200002
G
Iowa
364
Pennsylvania
68-02979
Kansas
E-10277
Rhode Island
LA000356
Kentucky76
90010
South Carolina
84004
Kentucky 2
16
South Dakota
n/a
Louisiana
A130792
Tennessee' 4
2006
Louisiana'
LA180010
Texas
T104704245-18-15
[SC
Maine
TN0002
Texas'
LABO152
Maryland
324
Utah
Massachusetts
M-TNO03
Vermont
Michigan
9958
Virginia
Minnesota
047-999-395
Washington
Mississippi
TN00003
West Virginia
Missouri
340
Wisconsin
Montana
CERT0086
Wyoming
Third Party
Federal Accreditations
A21LA — ISO 17025
1461.01
AIHA-LAP,LLC EMLAP
A21LA — ISO 17025 5
1461.02
DOD
Canada
1461.01
USDA
EPA—Crypto
TN00003
' Drinking Water 'Underground
Storage Tanks 3 Aquatic Toxicity 4 Chemical/Microbiological 5 Mold
6 Wastewater n/a Accreditation not applicable
Our Locations
TN00003
VT2006
460132
C847
233
9980939910
A2LA
100789
1461.01
P330-15-00234
Pace National has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies. If you would like assistance from one of our support offices, please contact
our main office. Pace National performs all testing at our central laboratory.
WA
ME
MT NO
OR MN
T ID t WI NY
SD
WY MI
NV
t NE IA OH PA
T f IL Ills WV
vA
UT T
CA�� T
KS MO KY
N
NM O� AR SC
T MS AL`7GA
T TX * LA
T
AK
q FL
wo HI
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Terracon - Raleigh, NC 70197104 L1238879 07/23/20 22:35 14 of 15

Billing Information:
Analysis
/
Container
/ Preservative
Chain of Custody Page _of
erracon
2401 Brentwood Road
Suite 107
Terracon PreS
2401 Brentwood Road Chk
Suite 107
aCeAnafytica!'
Nutkrwl Carrtx� rtu �surq; a drnv�anvn
Raleigh, NC 27604
Raleigh, NC 27604
12065Leh�nanRd
Mount Juliet, TN 37122 '
Phone: [phone]
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615 758-5859 �q+Q
Report to: n+� -'r_ � e��5
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Acctnum:TERRRNC
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Rush? {Lab MUST Be Notified) Quote #
Immediately
Packed on Ice N _ Y _
Same Day � Five Day
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_ Two Day _ 10 Day (Rad Only) c ) ? No
_Three Day ,Jt�jl'� v-d ` AT of
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Sample ID
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Depth
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GW- Groundwater B- Bioassay Bottles arrive intact: �N
WW - Wastewater F€cw Other Correct butllele used:
DW - Drinking Water Samples returned via: sufficient volume sent: _N
OT - Other UPS —FedEx Courier _ Tracking# /i` �j If Applicoble
VGA Zero Headspace: _y _N
Relin uis d n tur Date: Time: Received by: (Signature) Trip Blank Received: Yes/ preservation Correct/Checked: _y _tv
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Received by: (Signature)
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if preservation required by login: Date/Time
Relinquished by : (Signature)
Date: Time:
17Rece'd for lab y: (Sig tune)
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APPENDIX F - NCDEQ RISK CALCULATOR OUTPUT

Complete Exposure Pathways
Version Date: July 2020
Basis: May 2020 EPA RSL Table
Site ID:
Exposure Unit ID:
Note: Risk output will only be calculated for complete exposure pathways.
Receptor
Pathway
Check box if
pathway
complete
DIRECT CONTACT SOIL AND WATER PATHWAYS
Resident
Soil
❑
Groundwater Use
❑
Non -Residential Worker
Soil
❑
Groundwater Use
❑
Construction Worker
Soil
❑
Recreator/Trespasser
Soil
❑
Surface Water
❑
VAPOR INTRUSION PATHWAYS
Resident
Groundwater to Indoor Air
❑
Soil Gas to Indoor Air
0
Indoor Air
0
Non -Residential Worker
Groundwater to Indoor Air
❑
Soil Gas to Indoor Air
0
Indoor Air
0
CONTAMINANT MIGRATION PATHWAYS
Groundwater
Source Soil
❑
Source Groundwater
❑
Surface Water
Source Soil
❑
Source Groundwater
❑
North Carolina DEQ Risk Calculator

North Carolina DEC Risk Calculator

Risk for Individual Pathways
Version Date: July 2020
Basis: May 2020 EPA RSL Table
Site ID:
Exposure Unit ID:
DIRECT CONTACT SOIL AND WATER CALCULATORS
Receptor
Pathway
CarcinogenicRisk
Hazard Index
Risk exceeded?
Resident
Soil
NC
NC
NC
Groundwater Use*
NC
NC
NC
Non -Residential Worker
Soil
NC
NC
NC
Groundwater Use*
NC
NC
NC
Construction Worker
Soil
NC
NC
NC
Recreator/Trespasser
Soil
NC
NC
NC
Surface Water*
NC
NC
NC
VAPOR INTRUSION CALCULATORS
Receptor
Pathway
Carciinn kenic
Hazard Index
Risk exceeded?
Resident
Groundwater to Indoor Air
0.0E+00
0.0E+00
NO
Soil Gas to Indoor Air
5.3E-06
1.7E-01
NO
Indoor Air
0.0E+00
0.0E+00
NO
Non -Residential Worker
Groundwater to Indoor Air
0.0E+00
0.0E+00
NO
Soil Gas to Indoor Air
4.0E-07
1.3E-02
NO
Indoor Air
0.0E+00
0.0E+00
NO
CONTAMINANT MIGRATION CALCULATORS
Pathway
Source
Target Receptor Concentrations Exceeded?
Groundwater
Source Soil
Exceedence of 2L at Receptor?
NC
Source Groundwater
Exceedence of 2L at Receptor?
NC
Surface Water
Source Soil
Exceedence of 2B at Receptor?
NC
Source Groundwater
Exceedence of 2B at Receptor?
NC
Notes:
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.
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.
3. NM = Not Modeled
4. NC = Pathway not complete
North Carolina DEQ Risk Calculator

t Risk Calculator - Vapor Intrusion - Resident Soil Gas to Indoor Air
Jon Date: July 2020
s: May 2020 EPA RSL Table
ID: & 3
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.
All concentrations are in ue/m3
CAS #
Chemical Name:
Soil Gas
Concentration
s
Calculated
Indoor Air
Concentration
(ug/me)
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
46.1
1.383
6.5E+03
4.3E-05
71-43-2
Benzene
3.29
0.0987
3.6E-01
6.3E+00
2.7E-07
3.2E-03
75-15-0
Carbon Disulfide
12.28
0.3684
1.5E+02
5.0E-04
108-90-7
Chlombenzene
1.21
0.0363
1.0E+01
7.0E-04
67-66-3
Chloroform
15.6
0.468
1.2E-01
2.0E+01
3.8E-06
4.6E-03
74-87-3
Chloromethane
4.23
0.1269
1.9E+01
1.4E-03
110-82-7
Cyclohexane
112
3.36
1.3E+03
5.4E-04
75-71-8
Dichlorodifluoromethane
3
0.09
2.1E+01
8.6E-04
111-77-3
Ethanol, 2-(2-methoxyethoxy)-
99
2.97
100-41-4
Ethylbenzene
33.3
0.999
1.1E+00
2.1E+02
8.9E-07
9.6E-04
109-99-9
-Tetrahydrofman
1.65
0.0495
4.2E+02
2.4E-05
142-82-5
Heptane, N-
203
6.09
8.3E+01
1.5E-02
110-54-3
Hexane,N-
75.8
2.274
1.5E+02
3.1E-03
67-63-0
Isopropanol
27.8
0.834
4.2E+01
4.0E-03
78-93-3
Methyl Ethyl Ketone (2-Butanone)
17.2
0.516
1.0E+03
9.9E-05
75-09-2
Methylene Chloride
14
0.42
1.0E+02
1.3E+02
4.1E-09
6.7E-04
100-42-5
Styrene
5.53
0.1659
2.1E+02
1.6E-04
127-18-4
Tetrachloroethylene
36.2
1.086
1.1E+01
8.3E+00
1.0E-07
2.6E-02
108-88-3
Toluene
30.2
0.906
1.0E+03
1.7E-04
79-01-6
Trichloroethylene
3.79
0.1137
4.8E-01
4.2E-01
2.4E-07
5.5E-02
75-69-4
Trichlorofluoromethane
54.8
1.644
95-63-6
Trimethylbenzene, 1,2,4-
16.1
0.483
1.3E+01
7.7E-03
108-67-8
Trimethylbenzene, 1,3,5-
15.3
0.459
1.3E+01
7.3E-03
25167-70-8
Trimethylpentene, 2,4,4-
14.9
0.447
106-42-3
Xylene, P-
33.5
1.005
2.1E+01
9.6E-03
108-38-3
Xylene, m-
33.5
1.005
2.1 E+Ol
9.6E-03
95-47-6
Xylene, o-
30.7
0.921
2.1E+01
8.8E-03
1330-20-7
Xylenes
33.5
1.005
2.1E+01
9.6E-03
Cumulative: I 5.3E-06 I 1.7E-01
North Carolina DEQ Risk Calculator

DEQ Risk Calculator - Va or Intrusion -Non-Residential Worker Soil Gas to Indoor Air
Version Date: July 2020
Basis: May 2020 EPA RSL Table
Site ID:
Exposure Unit ID:
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.
All concentrations are in ue/m3
CAS #
Chemical Name:
Soil Gas
Concentration
3
(ug/m)
Calculated
Indoor Air
Concentration
(ug/ms)
Target Indoor
Air Cone. for
Carcinogens @
TCR = 1E-06
Target Indoor Air
Cone. for Non -
Carcinogens @
THQ = 0.2
Calculated
Carcinogenic
Risk
Calculated
Non -
Carcinogenic
Hazard
Quotient
67-64-1
Acetone
46.1
0.461
2.7E+04
3.4E-06
71-43-2
Benzene
3.29
0.0329
1.6E+00
2.6E+01
2.1E-08
2.5E-04
75-15-0
Carbon Disulfide
12.28
0.1228
6.1E+02
4.0E-05
108-90-7
Chlorobenzene
1.21
0.0121
4.4E+01
5.5E-05
67-66-3
Chloroform
15.6
0.156
5.3E-01
8.6E+01
2.9E-07
3.6E-04
74-87-3
Chloromethane
4.23
0.0423
7.9E+01
1.1E-04
110-82-7
Cyclohexane
112
1.12
5.3E+03
4.3E-05
75-71-8
Dichlorodifluoromethane
3
0.03
8.8E+01
6.8E-05
111-77-3
1 Ethanol, 2-(2-methoxyethoxy)-
99
0.99
100-41-4
Ethylbenzene
33.3
0.333
1 4.9E+00
8.8E+02
6.8E-08
7.6E-05
109-99-9
-Tetrahydrofuran
1.65
0.0165
1.8E+03
1.9E-06
142-82-5
Heptane, N-
203
2.03
3.5E+02
1.2E-03
110-54-3
Hexane, N-
75.8
0.758
6.1E+02
2.5E-04
67-63-0
Isopropanol
27.8
0.278
1.8E+02
3.2E-04
78-93-3
Methyl Ethyl Ketone (2-Butanone)
17.2
0.172
4.4E+03
7.9E-06
75-09-2
Methylene Chloride
14
0.14
1.2E+03
5.3E+02
1.1E-10
5.3E-05
100-42-5
Styrene
5.53
0.0553
8.8E+02
1.3E-05
127-18-4
Tetrachloroethylene
36.2
0.362
4.7E+01
3.5E+01
7.7E-09
2.1E-03
108-88-3
Toluene
30.2
0.302
4.4E+03
1.4E-05
79-01-6
Trichloroethylene
3.79
0.0379
3.0E+00
1.8E+00
1.3E-08
4.3E-03
75-69-4
Trichlorofluoromethane
54.8
0.548
95-63-6
Trimethylbentene, 1,2,4-
16.1
0.161
5.3E+01
6.1E-04
108-67-8
1 Trimethylbentene, 1,3,5-
15.3
0.153
5.3E+01
5.8E-04
25167-70-8
Trimethylpentene, 2,4,4-
14.9
0.149
106-42-3
Xylene, P-
33.5
0.335
8.8E+01
7.6E-04
108-38-3
Xylene, m-
33.5
0.335
8.8E+01
7.6E-04
95-47-6
Xylene, o-
30.7
0.307
8.8E+01
7.0E-04
1330-20-7
Xylenes
33.5
0.335
8.8E+01
7.6E-04
Cumulative: I 4.0E-07 1 1.3E-02
North Carolina DEQ Risk Calculator