EPA 600/R-13/048 | May 2013 | www.epa.gov/ord
United States
Environmental Protection
Agency
Technology Evaluation Report
Environment Canada's Universal
Decontamination Formulation
Office of Research and Development
National Homeland Security Research Center

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EPA 600-R-13-048
May 2013
Technology Evaluation Report
Environment Canada's Universal
Decontamination Formulation
National Homeland Security Research Center
Office of Research and Development
U.S. Environmental Protection Agency
26 Martin Luther King Drive
Cincinnati, OH 45268

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DISCLAIMER
The U.S. Environmental Protection Agency (EPA), through its Office of Research and
Development's National Homeland Security Research Center, funded and managed this
technology evaluation under Contract No. EP-C-10-001 with Battelle. This report has been peer
and administratively reviewed and has been approved for publication as an EPA document. It
does not necessarily reflect the views of the EPA. Mention of trade names or commercial
products does not constitute endorsement or recommendation for use of a specific product.
Questions concerning this document or its application should be addressed to:
John Drake
National Homeland Security Research Center
Office of Research and Development
U.S. Environmental Protection Agency
26 Martin Luther King Drive West
Cincinnati, OH 45268
513-235-4273
drake.john@epa.gov
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FOREWORD
The U.S. Environmental Protection Agency (EPA) holds responsibilities associated with
homeland security events: EPA is the primary federal agency responsible for decontamination
following a chemical, biological, and/or radiological (CBR) attack. The EPA's Homeland
Security Research Program (HSRP) was established to conduct research and deliver scientific
products that improve the capability of the Agency to carry out these responsibilities.
An important goal of the HSRP's research is to develop and deliver information on
decontamination methods and technologies to clean up CBR contamination. When supporting or
directing such a recovery operation, EPA and other stakeholders must identify and implement
decontamination technologies that are appropriate for the given situation. The EPA's National
Homeland Security Research Center (NHSRC) has created the Technology Testing and
Evaluation Program (TTEP) in an effort to provide reliable information regarding the
performance of homeland security-related technologies. Through TTEP, the HSRP provides
independent quality assured performance information that is useful to decision makers in
purchasing or applying the tested technologies. Potential users are provided with unbiased third-
party information that can supplement vendor-provided information. Stakeholder involvement
ensures that user needs and perspectives are incorporated into the test design so that useful
performance information is produced for each of the tested technologies. The technology
categories of interest include detection and monitoring, water treatment, air purification,
decontamination, and computer modeling tools for use by those responsible for protecting
buildings, drinking water supplies and infrastructure, and for decontaminating structures and the
outdoor environment.
The HSRP is pleased to make this publication available to assist the response community to
prepare for and recover from disasters involving CBR contamination. This research is intended
to move EPA one step closer to achieving its homeland security goals and its overall mission of
protecting human health and the environment while providing sustainable solutions to our
environmental problems.
Jonathan G. Herrmann
National Program Director
Homeland Security Research Program
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ACKNOWLEDGMENTS
Contributions of the following individuals and organizations to the development of this
document are gratefully acknowledged.
United States Environmental Protection Agency (EPA)
John Drake, Office of Research and Development (ORD)/ NHSRC
Emily Snyder, ORD/NHSRC
Sang Don Lee, ORD/NHSRC
Kathy Hall, ORD/NHSRC
Jennifer Mosser, Office of Air and Radiation (OAR)/Office of Radiation and Indoor Air
(ORIA)
Lyndsey Kelly, OAR/ORIA
Battelle Memorial Institute
United States Department of Energy's Idaho National Laboratories
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Contents
DISCLAIMER	ii
FOREWORD	iii
ACKNOWLEDGMENTS	iv
Contents	v
Abbreviations/Acronyms	vii
Executive Summary	ix
1.0 Introduction	1
2.0 Technology Description	3
3.0 Experimental Details	4
3.1	Experimental Preparation	4
3.1.1	Concrete and Anodized Aluminum Coupons	4
3.1.2	Coupon Contamination	5
3.1.3	Measurement of Activity on Coupon Surface	6
3.1.4	Surface Construction Using Test Stand	6
3.2	Evaluation of UDF	7
4.0 Quality Assurance/Quality Control	9
4.1	Intrinsic Germanium Detector	9
4.2	Audits	10
4.2.1	Performance Evaluation Audit	10
4.2.2	Technical Systems Audit	10
4.2.3	Data Quality Audit	11
4.3	QA/QC Reporting	11
5.0 Evaluation Results and Performance Summary	12
5.1	Decontamination Efficacy	12
5.1.1	Anodized Aluminum Coupons	12
5.1.2	Concrete Coupons from February 2012	13
5.1.3	Cross Contamination Blanks	14
5.2	Deployment and Operational Factors	15
6.0 References	17
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Tables
Table 3-1. Concrete Characterization	4
Table 3-2. Number of Coupons of Each Surface	5
Table 3-3. Details of Each Testing Time Period	8
Table 4-1. Calibration Results - Difference (keV) from Th-228 Calibration Energies	9
Table 4-2. NIST-Traceable Eu-152 Activity Standard Check	11
Table 5-1. Decontamination Efficacy Results on Anodized Aluminum Coupons	13
Table 5-2. Decontamination Efficacy Results on Concrete Coupons in February 2012	14
Table 5-3. Operational Factors	16
Figures
Figure 3-1. Demonstration of contaminant application technique	6
Figure 3-2. Containment tent (outer view) and inner view with test stand containing
contaminated coupons	6
Figure 3-3. Foamer, foam application, and vacuum removal	8
Appendices
Appendix A April 2011 Concrete Results	18
Appendix B August 2011 Concrete Results	21
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Abbreviations/Acronyms
ANSI	American National Standards Institute
ASTM	American Society of Testing and Materials, International
Bq	Becquerel(s)
°C	degree(s) Celsius
CASCAD™	Canadian Aqueous System for Chemical/Biological Agent
Decontamination
cm	centimeter(s)
CBR	chemical, biological, and radiological
CBRNE	Chemical, Biological, Radiological-Nuclear and Explosives
Cs	cesium
DARPA	Defense Advanced Research Projects Agency
DF	decontamination factor
DHS	U.S. Department of Homeland Security
DI	deionized
DoD	U.S. Department of Defense
EPA	U.S. Environmental Protection Agency
Eu	europium
HSRP	Homeland Security Research Program
IEEE	Institute of Electrical and Electronics Engineers
INL	Idaho National Laboratory
keV	kilo electron volt(s)
mL	milliliter(s)
L	liter(s)
Lpm	liters per minute
m	meter(s)
m2	square meter(s)
|iCi	microCurie(s)
nCi	nanoCurie(s)
NHSRC	National Homeland Security Research Center
NIST	National Institute of Standards and Technology
%R	percent removal
PE	performance evaluation
PPE	personal protective equipment
psi	pound(s) per square inch
QA	quality assurance
QC	quality control
QMP	quality management plan
R&D	research and development
RDD	Radiological Dispersion Device
RML	Radi ol ogi cal Measurem ent Lab oratory
RSD	relative standard deviation
SD	standard deviation
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SDF
Allen-Vanguard's Surface Decontamination Foam
TSA
technical systems audit
TTEP
Technology Testing and Evaluation Program
Th
thorium
UDF
Universal Decontamination Formulation
Vac
volts alternating current
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Executive Summary
The U.S. Environmental Protection Agency's (EPA) Homeland Security Research
Program (HSRP) is helping to protect human health and the environment from adverse
impacts resulting from acts of terror by carrying out performance tests on homeland
security technologies. Through its Technology Testing and Evaluation Program (TTEP),
the National Homeland Security Research Center (NHSRC) evaluates the performance of
technologies for their ability to decontaminate surfaces contaminated with radionuclides
such as might result from terrorist use of a radiological dispersion device (RDD). This
report is one of several that document the results of a recently completed series of
decontamination technology performance evaluations, which can be accessed through
NHSRC's Science Inventory [www.epa.gov/nhsrc/pubs.html accessed 28 Jan 2013],
NHSRC evaluated the performance of Environment Canada's Universal Decontamination
Formulation (UDF) for its ability to remove radioactive cesium (Cs)-137 from the surface
of anodized aluminum and unpainted concrete. This formulation was developed to
decontaminate surfaces from a broad range of chemical, biological, and radiological
agents simultaneously. The UDF formulation was developed by incorporating
radionuclide-sequestering agents into an existing commercially available chemical and
biological decontamination foam produced by Allen-Vanguard, Corp. The coupons,
which measured 15 centimeters (cm) x 15 cm, were contaminated using an aqueous
solution containing Cs-137 approximately two weeks prior to the test. The contaminated
coupons were measured to determine an initial contamination level and were then placed
in a vertical test stand. Following the manufacturer's recommended procedure, the foam
was applied to the coupons in the test stand. The foam was allowed to remain on the
coupons for 30 minutes, followed by removal with a standard wet/dry vacuum, rinse with
water, and removal of the water rinse with the vacuum. These steps were repeated once,
followed by application of a liquid reagent with a handheld sprayer as a final treatment
following the foam application/removal. Following this application procedure, the
residual activity on the coupons was measured and compared with the activity of similar
coupons decontaminated using deionized water as a control. Important deployment and
operational factors were also documented and reported.
Results included in this report consist primarily of (1) the decontamination efficacy of
UDF, and (2) an evaluation of parameters affecting deployment of the product in a field
scenario. A detailed discussion of the observed performance can be found in Section 5 of
this report.
Decontamination Efficacy: The decontamination efficacy (in terms of percent removal,
%R) attained by the UDF was evaluated following contamination of the coupons with
approximately one microCurie (|iCi) of Cs-137, measured by gamma spectroscopy. For
the anodized aluminum surfaces, the %R was determined to be 92 ± 8.9% for the UDF
and 59 ± 10% for the water control. For the concrete coupons, the %R was determined to
be 62 ± 8.9% for UDF, and 6.1 ± 1.0% for the water control. A limited evaluation of
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cross contamination (spread of contamination to previously uncontaminated areas) was
performed, and the results confirmed that minimal cross contamination did occur.
Deployment and Operational Factors: The UDF was applied as a foam using a foamer
provided by Allen-Vanguard. The foamer was suitable for use with a backpack
attachment (not used during this evaluation) also available from Allen-Vanguard. The
test stand containing the coupons used during this evaluation totaled nine square meters
(m ) in area. Each foam application required approximately one minute followed by a 30
minute residence time and subsequent vacuum/rinse as described above. This two-step
application/removal cycle was performed twice. The UDF decontamination rate was 4.4
m per hour, and the amount of waste generation was approximately 8 liters (L) of
foam/water rinse for each complete application. UDF seems well suited for rough or
jagged surfaces, as the foam can reach most areas easily. However, vacuum removal
could become difficult on rough surfaces. The surface finish of neither the aluminum nor
the concrete was visibly affected by decontamination with UDF.
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1.0 Introduction
The U.S. Environmental Protection Agency's (EPA's) Homeland Security Research Program
(HSRP) is helping to protect human health and the environment from adverse effects resulting
from intentional acts of terror. With an emphasis on decontamination and consequence
management, water infrastructure protection, and threat and consequence assessment, HSRP is
working to develop tools and information that will help detect the intentional introduction of
chemical, biological, or radiological (CBR) contaminants in buildings or water systems, the
containment of these contaminants, the decontamination of buildings and/or water systems, and
the disposal of material resulting from cleanups.
The National Homeland Security Research Center (NHSRC), through its Technology Testing
and Evaluation Program (TTEP), works in partnership with recognized testing organizations;
with stakeholder groups consisting of buyers, vendor organizations, and permitters; and with the
participation of individual technology developers in carrying out performance tests on homeland
security technologies. The program evaluates the performance of innovative homeland security
technologies by developing evaluation plans that are responsive to the needs of stakeholders,
conducting tests, collecting and analyzing data, and preparing peer-reviewed reports. All
evaluations are conducted in accordance with rigorous quality assurance (QA) protocols to
ensure that data of known and high quality are generated and that results are defensible. High-
quality information that is useful to decision makers in purchasing or applying the evaluated
technologies is provided. Potential users are provided with unbiased third-party information that
can supplement vendor-provided information. Stakeholder involvement ensures that user needs
and perspectives are incorporated into the evaluation design so that useful performance
information is produced for each of the evaluated technologies.
The performance of Environment Canada's Universal Decontamination Formulation (UDF), a
modification of Allen Vanguard's chemical and biological Surface Decontamination foam
(SDF), was evaluated for decontamination of radioactive cesium-137 (Cs-137) from unpainted
concrete and anodized aluminum. This evaluation was conducted according to a peer-reviewed
Quality Assurance Project Plan (QAPP) entitled, "Evaluation of the Performance of Surface
Decontamination Foam on Urban Substrates", Version 3.0, dated January 18, 2011, that was
developed according to the requirements of the TTEP Quality Management Plan (QMP) Version
3, January 2008. These documents are available upon request from NHSRC. The following
performance characteristics of UDF were evaluated:
• Decontamination efficacy, defined as the extent of radionuclide removal following
application of UDF to aluminum and concrete coupons. Another quantitative parameter
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evaluated was the potential for cross contamination of adjacent uncontaminated surfaces
due to the decontamination procedure.
• Deployment and operational characteristics including rate of surface area
decontamination, applicability to irregular surfaces, skilled labor requirements, utilities
requirements, extent of portability, shelf life of media, secondary waste management
including the estimated amount and characteristics of the spent media, and cost of using
UDF.
This evaluation took place during April 2011, August 2011, and February 2012 at the U.S.
Department of Energy's Idaho National Laboratory (INL). The results generated in April 2011
included all of the results pertaining to the aluminum coupons. The results generated in August
2011 and February 2012 were intended to clarify the concrete coupon results generated in April
as some of the concrete coupons had been prepared using an approach not described in the
QAPP, and the decontamination efficiency results were affected. The April and August 2011
concrete results are presented in Appendices A and B while the April 2011 anodized aluminum
and February 2012 concrete results are presented in the main body of this report.
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2.0 Technology Description
The following description of UDF is based on information provided by the vendor. The
information provided below was not verified during this evaluation.
The UDF was developed to enhance the radiological decontamination performance of Allen-
Vanguard's existing commercial product called SDF. SDF is an aqueous foam decontaminant
which is a derivative product of the Canadian Aqueous System for Chemical/Biological Agent
decontamination (CASCAD™). SDF was originally developed primarily as a decontaminant for
chemical and biological response and was not intended for radiological decontamination. The
development of UDF was funded by the Chemical, Biological, Radiological-Nuclear and
Explosives (CBRNE) Research and Technology Initiative, Defence R&D Canada. NHSRC was
included in the development plan for the purpose of radiological efficacy determination and also
contributed project funding for this purpose.
In comparison to SDF, UDF contains radionuclide-sequestering agents. However, the UDF
retains the chemical and the biological decontamination capability of SDF. The original SDF
formulation was modified by incorporating two additional reagents into the SDF formulation.
Reagent A is included in the mixture prepared in the foamer, while Reagent B is applied
separately to the surfaces after application and removal of the modified foam and is then rinsed
off with deionized (DI) water. The reagents, surfactant, foamer, and drill mixer are all sold
separately.
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3.0 Experimental Details
3.1 Experimental Preparation
3.1.1 Concrete and Anodized Aluminum Coupons
Concrete coupons were prepared in a single batch of concrete made from Type II Portland
cement. The ready-mix company (Burns Brothers Redi-Mix, Idaho Falls, ID) from which the
concrete for this evaluation was obtained provided the data shown in Table 3-1 describing the
cement clinker used in the concrete mix. The ASTM C1501 requirement for Type II Portland
cement is that the tricalcium aluminate content be less than 8% of the overall cement clinker. As
shown in Table 3-1, the cement clinker used for the concrete coupons was 4.5% tricalcium
aluminate. Because the only difference between Type I and II Portland cements is the maximum
allowable tricalcium aluminum content, and the maximum for Type I is 15%, the cement used
during this evaluation meets the specifications for both Type I and II Portland cements.
Table 3-1. Concrete Characterization
Cement Constituent
Percent of Mixture
Tricalcium Silicate
57.6
Dicalcium Silicate
21.1
Tricalcium Aluminate
4.5
Tetracalcium
8.7
Aluminoferrite

Minor constituents
8.1
To make the concrete coupons, the wet concrete was poured into 0.9 meter (m) square plywood
forms (approximately 4 cm deep) with the surface exposed. The surface was "floated" to allow
the smaller aggregate and cement paste to float to the top (the surface used for this evaluation),
and the concrete was then cured for 21 days. Following curing, the 4 cm thick squares were cut
to the desired concrete coupon size of approximately 15 cm x 15 cm. The coupons had a surface
finish that was consistent across all the coupons. This concrete was judged to be representative
of exterior concrete commonly found in urban environments in the United States as shown by
INL under a previous U.S. Department of Defense, Defense Advanced Research Projects
Agency (DARPA) and U.S. Department of Homeland Security (DHS) project2.
The anodized aluminum coupons (Work-Savers Industries Anodized Aluminum, Metal
Supermarkets, Ottawa, Canada) were approximately 15 cm x 15 cm with a thickness of 0.6 cm.
These coupons were glued to a concrete substrate resulting in a coupon thickness of
approximately 4.6 cm (similar to the concrete coupons) so they could be placed in the test stand
and be counted by the gamma counter in a fashion identical to the concrete coupons.
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3.1.2 Coupon Contamination
Table 3-2 describes the number of coupons used in this evaluation. In April 2011, 16 concrete
and 16 aluminum coupons were used, including water controls. Following that part of the
evaluation, incorrect preparation of a number of the concrete coupons was discovered. A portion
of the April 2011 testing was therefore repeated in August 2011 and then again in February 2012
using only concrete coupons that had been prepared properly. The decontamination efficacy
results for the April and August concrete decontamination tests are shown in Appendices A and
B while the rest of the results are shown in Section 5.
All of these coupons were contaminated with 2.5 milliliters (mL) of an unbuffered slightly acidic
aqueous solution containing 0.4 |iCi/mL Cs-137, which corresponds to an activity level of
approximately 1 ± 0.5 |iCi per coupon. In the case of an actual urban RDD event, dry
contaminated particles would be expected to settle over a wide area of a city. Such an event
would increase the likelihood that the Cs-137 would no longer be bound to the particles and that
a chemical decontamination technology for decontaminating concrete surfaces would be
preferable to a physical removal approach. Application of the Cs-137 in an aqueous solution was
justified because even if Cs-137 were to be dispersed in dry particle form following an RDD
event, morning dew or rainfall would likely occur before the surfaces could be decontaminated,
and, from an experimental standpoint, the ability to apply liquids homogeneously across the
surface of the concrete coupons greatly exceeds the ability to apply dry particles. The liquid
spike was delivered to each coupon using an aerosolization technique developed by INL under
the DARPA/DHS project2.
Table 3-2. Number of Coupons of Each Surface
Decontamination
Technology
Number of Coupons Decontaminated

April 2011 April 2011 August 2011
(concrete) (aluminum) (concrete)
February 2012
(concrete)
UDF
^1"
00
00
4
Water control
00
00
4
The aerosol delivery device was constructed of two syringes. The plunger and needle were
removed from the first syringe and discarded. A compressed air line was then attached to the
larger open end of this syringe. The second syringe containing the contaminant solution was
equipped with a 27 gauge needle, which penetrated through the plastic housing near the tip of the
first syringe. Compressed air flowing at a rate of approximately 1-2 liters per minute (Lpm)
created a turbulent flow through the first syringe. When the radioactive solution in the second
syringe was introduced, the solution became nebulized by the turbulent air flow. A fine aerosol
was ejected from the tip of the first syringe, creating a controlled and uniform spray of fine liquid
droplets onto the coupon surface. The contaminant spray was applied all the way to the edges of
the coupon, which were masked with tape (after having previously been sealed with polyester
resin) to ensure that the contaminant was applied only to the working surfaces of the coupons.
The photographs in Figure 3-1 show this procedure being performed using a nonradioactive
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nonhazardous aqueous dye to demonstrate that 2.5 in L of contaminant solution is effectively
distributed across the surface of the coupon.
Fieure 3-1. Demonstration of contaminant amplication techniaue.
3.1.3	Measurement of Activity on Coupon Surface
Within 1-2 weeks of coupon contamination, gamma radiation from the surface of each
contaminated coupon was measured to quantify contamination levels both before and after use of
SDF, UDF, or water (control). As described in the QAPP, these measurements were made using
an intrinsic high purity germanium detector (Canberra LEGe Model GL 2825R/S, Meriden, CT).
After being placed in the detector, each coupon was measured until the average activity level of
Cs-137 from the surface stabilized to a relative standard deviation (RSD) of less than 2%.
Gamma-ray spectra acquired from Cs-137-contaminated coupons were analyzed using the INL
Radiological Measurement Laboratory (RML) data acquisition and spectral analysis programs.
Radionuclide activities on each of the coupons were calculated based on efficiency, emission
probability, and half-life values. Decay corrections were made based on the date and the
duration of the counting peri od. Full RML gamma counting QA/quality control (QC), as
described in the QAPP, was employed and certified results were provided.
3.1.4	Surface Construction Using Test Stand
To evaluate the decontamination technologies on vertical surfaces (simulating walls), a stainless
steel test stand that held three rows of three concrete coupons was used. As shown in Figure 3-2,
the test stand was located in a
containment tent and was
approximately 2.7 m x 2.7 m.
The coupons were placed into
holders so their surfaces
extended just beyond the
surface of the stainless steel
face of the test stand. Eight
of the nine coupons placed in
the test stand were
contaminated with Cs-137
with one uncontaminated
Figure 3-2. Containment tent (outer view) and inner view
with test stand containing contaminated coupons.
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(blank) coupon placed in the bottom row of the test stand and decontaminated in the same way as
the other coupons. This coupon, referred to as the cross contamination blank, was placed on the
test stand to observe possible cross contamination caused by the decontamination process being
conducted higher on the wall.
3.2 Evaluation of UDF
The UDF was applied to all of the coupons in the same way. Nine coupons in the test stand
(eight contaminated and one cross contamination blank) were decontaminated at one time. The
application of UDF was performed using a foamer (Concealed Backpack Foamer, Allen-
Vanguard, Ottawa, ON, Canada) following instructions provided by Allen-Vanguard. The
application included loading the foamer with liquid foam (constituents given in the instructions),
pressurization of the foamer to 2,500 pounds per square inch (psi) with compressed carbon
dioxide and application of the foam to the surface coupons so that the coupons were completely
covered. For the purposes of this test, the foamer was not used with the backpack because the
sprayer hose was threaded into the containment tent with the foamer remaining on the outside.
The foam was allowed to reside on the surface for 30 minutes and then was removed using a
vacuum (6.5 horsepower, ShopVac® QSP® Quiet Deluxe®, Williamsport, PA) mounted on top of
a 65 gallon vacuum collection reservoir (1065-YE Poly Over Pak® 65, Enpac, Eastlake, OH)
containing a defoaming reagent to diminish the volume of the collected foam. The defoaming
reagent was recirculated from the collection reservoir into the vacuum wand so that the foam
would not clog the vacuum hose. The final step in the application process involved rinsing the
surface of each coupon thoroughly with DI water using a handheld sprayer (Model 1125D Wood
and Masonry Sprayer, Root-Lowell Flo Master®, Lowell, MI) followed by vacuuming. This
procedure was repeated once, for a total of two iterations. Figure 3-3 shows the foamer, the
foam application, and vacuum removal.
The UDF included three commercial Allen-Vanguard reagents (GPA2100, GPB2100, and GCE
2000, Allen-Vanguard, Ottawa, ON, Canada) and an additional reagent (referred to by
Environment Canada as Reagent A). This additional reagent, Reagent A, was added to the liquid
foam mixture during both foam applications. Following the two iterations of foam application,
rinse, and removal, another reagent (referred to by Environment Canada as Reagent B) was
applied to the surfaces using the handheld sprayer. This reagent had the consistency of water
with a light yellow color. After application using the handheld sprayer, the Reagent B was left
on the surfaces for 30 minutes followed by a final rinse with DI water and vacuuming.
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Figure 3-3. Foamer, foam application, and vacuum removal.
As discussed above, the testing was performed during parts of three separate months over the
course of approximately one year. Table 3-3 gives the number of days between coupon
contamination and decontamination, the temperature (or range) in degrees Celsius (°C) and the
percent relative humidity measured during each month's testing.
Table 3-3. Details of Each Testing Time Period

Days Between Coupon
Temperature During
Relative Humidity

Contamination and
Decontamination
During Decontamination
Month
Decontamination
(°C)
(%)
April 2011
12-14
13.9-20.0
16-22
August 2011
8-9
26.6
20
February 2012
14-15
16.1
20-31
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4.0 Quality Assurance/Quality Control
QA/QC procedures were performed in accordance with the QMP and the QAPP for this
evaluation, including a planned deviation described in a formal QAPP deviation dated August
12, 2011, and a QAPP amendment dated January 20, 2012.
4.1 Intrinsic Germanium Detector
The germanium detector was calibrated weekly during each time period of the overall project.
The calibration was performed in accordance with standardized procedures from the American
National Standards Institute (ANSI) and the Institute of Electrical and Electronics Engineers
(IEEE).3 Detector energy was calibrated using thorium (Th)-228 daughter gamma rays at 238.6,
583.2, 860.6, 1620.7, and 2614.5 kilo electron volts (keV). Table 4-1 presents the calibration
results across the duration of the project. In each row are shown the difference between the
known energy levels and the energy levels measured following calibration (rolling average
across the six most recent calibrations). Each row represents a six-week rolling average of
calibration results. The energies were compared to the previous 30 calibrations to confirm that
the results were within three standard deviations of the previous calibration results. All the
calibrations fell within this requirement.
Table 4-1. Calibration Results - Difference (keV) from Th-228 Calibration Energies
Testing
Month


Calibration Energy Levels in keV

Date Range
Energy 1
238.632
Energy 2
583.191
Energy 3
860.564
Energy 4
1620.735
Energy 5
2614.511
April 2011
3-22-11 to 4-26-11
-0.001
0.004
-0.055
0.051
-0.002
4-26-11 to 5-31-11
-0.003
0.012
-0.037
-0.145
0.021
August 2011
7-12-11 to 8-15-11
-0.003
0.010
-0.026
-0.170
0.021
8-23-11 to 9-20-11
-0.002
0.006
-0.019
-0.095
0.010
February
2012
12-31-10 to 2-1-11
-0.002
0.007
-0.019
-0.143
0.013
1-31-12 to 3-6-12
-0.003
0.007
0.008
-0.189
0.017
2-7-12 to 3-13-12
-0.006
0.018
-0.038
-0.335
0.032
Gamma ray counting was continued for each coupon until the activity level of Cs-137 on the
surface had an RSD of less than 2%. This RSD was achieved during the first hour of counting for
all the coupons measured during this evaluation. The final activity assigned to each coupon was a
compilation of information obtained from all components of the electronic assemblage that
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comprise the gamma counter, including the raw data and the spectral analysis described in
Section 3.1.3. Final spectra and all data that comprise the spectra were sent to a data analyst who
independently confirmed the "activity" number arrived at by the spectroscopist. When both the
spectroscopist and the data analyst independently arrived at the same value, the data were
considered certified. This process defines the full gamma counting QA process for certified
results.
The background activity of 13 laboratory blank coupons (four aluminum and nine concrete) was
determined by analyzing arbitrarily selected coupons from the stock of aluminum and concrete
coupons used for this evaluation. The ambient activity level of these coupons was measured for
one hour. No activity was detected above the minimum detectable level of 0.3 nanoCuries (nCi)
on these coupons.
Throughout the evaluation, a second measurement was taken on 15 coupons to provide duplicate
measurements to evaluate the repeatability of the instrument. One of the duplicate measurements
was performed after contamination prior to application of the UDF, and one measurement was
performed after decontamination. All 15 of the duplicate pairs showed a difference in activity
levels of 3% or less, within the acceptable range of 0-5%.
4.2 Audits
4.2.1	Performance Evaluation Audit
RML performs monthly checks of the accuracy of the Th-228 daughter calibration standards by
measuring the activity of a National Institute of Standards and Technology (NIST)-traceable
europium (Eu)-152 standard (in units of Becquerels, Bq) and comparing to the accepted NIST
value. Table 4-2 shows the activity of each of three different Eu-152 energies (122, 779, 1,408
kEV and the average) compared with the NIST values. Results within 7% of the NIST value are
considered to be within acceptable limits as per the INL RML QC requirements. The Eu-152
activity comparison is a routine QC activity performed by INL, but for the purposes of this
evaluation, serves as the performance evaluation (PE) audit. A PE audit confirms the accuracy
of the calibration standards used for the instrumentation critical to the results of an evaluation.
Table 4-2 gives the results of each of these audits of the detector that was used during this
evaluation. All results are within the acceptable difference of 7%.
4.2.2	Technical Systems Audit
Multiple Technical Systems Audits (TSAs) were conducted during testing to ensure that the
evaluation was performed in accordance with the QAPP and the TTEP QMP. As part of the
audit, the actual evaluation procedures were compared with those specified in the QAPP. In
addition, the data acquisition and handling procedures were reviewed. No significant adverse
findings were noted in this audit. The records concerning the TSAs are stored indefinitely with
the QA Manager.
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Table 4-2. NIST-Traceable Eu-152 Activity Standard Check

Eu-152
NIST Activity
INLRML
Absolute
Date
(keV)
(Bq)
Result (Bq)
Difference

Average
124,600
124,700
0.08%
January
122
124,600
122,800
1.4%
2011
779
124,600
122,600
1.6%

1408
124,600
125,100
0.4%

Average
124,600
121,600
2.4%

122
124,600
119,100
4.4%
Apni zu 11
779
124,600
119,000
4.5%

1408
124,600
123,200
1.1%

Average
124,600
123,500
0.9%

122
124,600
119,100
4.4%
August ZU 11
779
124,600
118,700
4.7%

1408
124,600
123,200
1.1%

Average
124,600
121,500
-2.5%
February
122
124,600
119,500
-4.1%
2012
779
124,600
118,100
-5.2%

1408
124,600
122,800
-1.4%
4.2.3 Data Quality Audit
At least 10% of the data acquired during the evaluation were audited. The QA Manager traced
the data from the initial acquisition through reduction and statistical analysis, to final reporting,
to ensure the integrity of the reported results. All calculations performed on the data undergoing
the audit were checked. No significant findings were noted.
4.3 QA/QC Reporting
Each assessment and audit was documented in accordance with the QAPP and the QMP.
There was one deviation from the QAPP during this evaluation. This deviation involved the
improper preparation of coupons (use of wire brush instead of soft bristle brush - see Appendix
A). In response to this deviation, additional experiments were performed in August 2011 to
replace the results from the improperly prepared coupons (April 2011). In addition to the
deviation, one QAPP amendment was used to include the decontamination experiments
performed in February 2012.
11

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5.0 Evaluation Results and Performance Summary
5.1 Decontamination Efficacy
The decontamination efficacy was determined for each contaminated coupon in terms of %R and
decontamination factor (DF) as defined by the following equations:
%R = (1-Af/Ao) x 100% and DF = A0/Af
where A0 is the radiological activity from the surface of the coupon before decontamination and
Af is radiological activity from the surface of the coupon after decontamination. While the DF
values are reported in the following data tables, the narrative describing the results will focus on
percent removed (%R).
5.1.1 Anodized Aluminum Coupons
Table 5-1 presents the decontamination efficacy, expressed as both %R and DF, for UDF, and
the water control when used on anodized aluminum coupons. The target activity for each of the
contaminated coupons (pre-decontamination) was between 0.5 jj.Ci and 1.5 jj.Ci. The overall
average (plus or minus one standard deviation) of the contaminated coupons was 1.0 ± 0.05 jj.Ci,
a variability of 5%. The post-decontamination coupon activities were significantly less than the
pre-decontamination activities with average %R of 92 ± 8.9%. The use of deionized water as a
control applied to the anodized aluminum surface coupons resulted in a %R of 59 ± 10%. The
process used for application of the deionized water was the same as that used for application of
the UDF, including vacuuming and rinsing.
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Table 5-1. Decontamination Efficacy Results on Anodized Aluminum Coupons
Pre-	Post-
Decontamination Decontamination
Activity	Activity
Technology

jiCi/Coupon
jiCi/Coupon
%R
DF


0.94
0.174
81%
5.4


0.95
0.239
75%
4.0


0.99
0.027
97%
37


1.04
0.041
96%
25
UDF

1.14
0.030
97%
38

0.99
0.028
97%
26


0.96
0.035
96%
16


1.04
0.030
97%
35

Avg
1.01
0.075
92%
23

SD*
0.07
0.083
8.9%
14


0.95
0.46
52%
2.1


1.01
0.24
77%
4.3


1.07
0.42
61%
2.5


1.03
0.51
50%
2.0
Water

0.99
0.48
52%
2.1
Control

1.05
0.50
52%
2.1


0.96
0.27
72%
3.6


1.03
0.42
59%
2.5

Avg
1.01
0.412
59%
2.6

SD
0.04
0.104
10%
0.84
* SD = Standard Deviation.
5.1.2 Concrete Coupons from February 2012
The decontamination testing conducted in February 2012 was performed approximately two
weeks after coupon contamination with radioactive cesium. Other than only very slight
differences in temperature and relative humidity, all other variables were nearly identical to the
previous testing that had been performed. The concrete coupons were from the same batch and
had been prepared properly with the nylon brush, and the UDF was applied identically to the
way it had been applied in August and April 2011, and the same technicians performed the
evaluation.
Table 5-2 gives the %R and DF for the UDF and the water control. The target activity for each of
the contaminated coupons (pre-decontamination) was between 0.5 |iCi and 1.5 |iCi. The overall
average (plus or minus one standard deviation) of the contaminated coupons was 0.97 ± 0.05
|iCi, a variability of 5%.
13

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The post-decontamination coupon activities were significantly less than the pre-decontamination
activities with an average %R of 62 ± 8.9%. The water control applied to the concrete coupons
resulted in a %R of 6.1 ± 1.0%. These results were compared with the April %R results using
the properly prepared coupons. The average removal for the one properly prepared April
concrete coupon was 76% (see Appendix A). The results obtained during the August 2011 tests
were determined to be suspect, which led to the decision to repeat the concrete tests in February
2012. A complete discussion of the August results is included in Appendix B.
Table 5-2. Decontamination Efficacy Results on Concrete Coupons in February 2012
Pre-	Post-
Decontamination Decontamination
Activity	Activity
Technology

jiCi/Coupon
jiCi/Coupon
%R
DF


0.97
0.50
48%
1.9


0.92
0.32
65%
2.9
UDF

1.04
0.98
0.33
0.35
68%
64%
3.2
2.8

Avg
0.98
0.38
62%
2.7

SD*
0.05
0.08
8.9%
0.52


0.98
0.93
5.1%



1.05
0.99
5.7%

Water

0.97
0.91
6.2%

Control

0.95
0.88
7.4%


Avg
0.99
0.93
6.1%


SD
0.04
0.05
1.0%
0.01
* SD = Standard Deviation.
5.1.3 Cross Contamination Blanks
As described in Section 3.2, cross contamination blanks were included in the test stand during
each portion of the evaluation to evaluate the potential for cross contamination due to application
of UDF on wall locations above the placement of the uncontaminated coupon. After
decontamination, the activity of the cross contamination blanks was found to be not detectable
(detection limit of approximately 0.0002 |iCi) for the anodized aluminum coupons and from
0.0066 ju.Ci to 0.015 ju.Ci for the UDF concrete coupons, and from 0.0011 ju.Ci to 0.0018 ju.Ci for
water on concrete. In all cases, the activity levels on the cross contamination blanks were less
than 7%> of the average post-decontamination activity of that same set of coupons. This result
suggests that cross contamination resulting from the application of UDF and the water controls
on coupons located above the cross contamination blank was detectable in most cases, but
minimal with respect to the contamination levels on the other coupons.
14

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5.2 Deployment and Operational Factors
A number of operational factors were documented by the technician who performed the testing
over the past year. The application procedure was described in Section 3.2 and included use of a
foamer provided by Allen-Vanguard. Foam application to the test stand containing all nine
coupons required approximately one minute. This step was followed by a dwell time of 30
minutes. The foam was then vacuumed and an agricultural mist sprayer was used to rinse the
surfaces with water which required approximately ten minutes. The surface was vacuumed again
after the water rinse taking approximately three minutes. This process was repeated once. The
surfaces were then rinsed with Reagent B and allowed to sit for 30 minutes before completing
the decontamination process with a final water rinse and vacuum. In total, the entire procedure
required approximately 2 hours. The UDF caused no visible damage to the surface of any of the
coupons.
Throughout the evaluation, technicians were required to use full anti-contamination personal
protective equipment (PPE) because the work was performed in a radiological tent using Cs-137.
Whenever radioactive contaminated material is handled, anti-contamination PPE will be required
and any waste (e.g., from vacuuming) will likely be considered low level radioactive waste and
will need to be deposed of accordingly. The level of PPE required was not driven by the use of
UDF (which is not hazardous), but by the use of Cs-137.
All of the operational information gathered during this evaluation was gathered during use of
UDF on relatively small concrete coupons inserted into a test stand to make a large, relatively
smooth surface. Some of the information given in Table 5-4 could therefore differ if UDF were
applied to a larger or significantly different surface type or mixtures of surfaces.
15

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Table 5-3. Operational Factors
Parameter
Description/Information
Foam preparation: Combine SDF components (GPA, GPB and GCE-2000) in
foamer and mix with drill until dissolved (5-10 minutes); add surfactant just before
foam application to coupons. Reagent B is added to the coupons at the end of the
application procedure.
Application time: Approximately one minute for foam application to nine coupons
(0.2 m2 total) in the test stand; 30 minute wait, vacuum removal (5 minutes for nine
coupons), water rinse (3 minutes), vacuum removal of water (3 minutes), repeat once.
Apply reagent B for 2 minutes. Aside from the waiting time (which is independent of
surface area), overall decontamination rate is 0.5 m2/hour.	
Decontamination
rate
Application to more irregular surfaces than the surfaces encountered during this
evaluation would not seem to be much of a problem as the foam can reach most types
of surfaces. However, irregular surfaces may pose a problem for vacuum removal.
Applicability to
irregular surfaces
Skilled labor After a brief training session to explain the procedures, no special skills would be
requirement	required to perform both the application and removal procedures successfully.
Compressed carbon dioxide was required to operate the foamer. A vacuum cleaner
was used to remove the foam and water rinses, which required 120 volts AC (Vac)
power.	
Portability may be limited by the requirement for vacuum removal and by extreme
cold temperatures because UDF is water-based. The foamer is designed for use with
a backpack (not used during this testing). Fully charged, the backpack foamer would
weigh approximately 24 kilograms. Compressed carbon dioxide would be required
for recharging foamer when it runs empty.	
Utilities
requirement
Extent of portability
Shelf life of reagents
Once mixed, the reagents should be used within 24 hours. The chemical components
should not be used past the expiration date on their label.	
Foam was collected in the vacuum collection reservoir containing a defoaming
reagent to reduce the volume of the collected foam; the defoaming reagent was
recirculated from the collection reservoir into the vacuum wand so the foam would
not clog the vacuum hose. For each complete application of UDF to the nine coupons
Secondary waste
management
(0.2 m total), approximately 5 L of foam and 3 L of rinse water were used resulting
in a liquid waste generation of approximately 40 L/m2.	
Surface damage No visible surface damage.
Cost
Material cost is approximately $12.00/m if used in a way similar to this evaluation.
Labor costs were not calculated.
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6.0 References
1.	ASTM Standard C 150-07, 2007, "Standard Specification for Portland Cement," ASTM
International, West Conshohocken, PA, www.astm.org [accessed 10/2/2012],
2.	Radionuclide Detection and Decontamination Program, Broad Agency Announcement 03-
013, U.S. Department of Defense (DOD) Defense Advanced Research Projects Agency
(DARPA) and the U.S. Department of Homeland Security.
3.	Calibration and Use of Germanium Spectrometers for the Measurement of Gamma Emission
Rates of Radionuclides, American National Standards Institute. ANSI N42.14-1999. IEEE
New York, NY (Rev. 2004).
17

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Appendix A April 2011 Concrete Results
18

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April 2011 Concrete Results
The table below gives the %R and DF for UDF and the water control when used on concrete
coupons. The target activity for each of the contaminated coupons (pre-decontamination) was
again between 0.5 (j.Ci and 1.5 j^iCi. The overall average (plus or minus one standard deviation)
of the contaminated concrete coupons was 0.99 ± 0.04 (j.Ci, a variability of 4%. The UDF %R
results revealed that one coupon had a 76 %R while all the others (shaded in the table) ranged
from 7.4 to 19 %R (14 ± 4%).
Decontamination Efficacy Results for Concrete Coupons in April 2011

Pre-Decontamination
Post-Decontamination



Activity
Activity


Technology
jiCi/Coupon
jiCi/Coupon
%R
DF

1.00
0.87
13%
1.1

0.95
0.88
7.4%
1.1

0.95
0.78
18%
1.2
UDF
0.90
0.81
10%
1.1




0.92
0.75
19%
1.2

0.96
0.81
16%
1.2

0.98
0.84
14%
1.2

1.01
0.25
76%
4.1

1.08
1.05
2.8%
1.0

1.08
1.07
0.9%
1.0

1.02
1.01
1.0%
1.0
Water
1.02
1.01
1.0%
1.0
Control
1.01
1.00
1.0%
1.0

0.97
0.94
3.1%
1.0

1.00
1.0
0.0%
0.0

0.98
0.96
2.0%
1.0
Shading - Improperly prepared wire-brushed coupons
These rather low decontamination efficacies were unexpected and were not consistent with
previous evaluations of similar technologies. In response to these unexpected results, a review of
all the steps of the technology evaluation was performed. This review revealed that 15 of the 16
concrete coupons had been brushed with a wire brush during the initial cleaning of the coupons.
This procedure deviated from the QAPP, which required cleaning the coupons with a nylon
brush.
The figure below shows a close up photograph of one coupon that was prepared with a nylon
brush (left) and one that was prepared with a wire brush (right). Close inspection of these
surfaces reveals that wire brushing apparently removes some portion of the outer surface of the
concrete coupons. This removal of the surface is most obvious in small pits in the surface of the
concrete. On the nylon-brushed coupon, the small pits are filled with white residue left over
from the concrete drying process. On the wire-brushed coupons, the small pits are no longer
filled and show up as small dark holes in the surface. These are the only areas that indicate a
visible difference but, presumably, if the wire brushing caused removal of the white residue in
19

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the small pits, the brushing also may have removed some amount of the rest of the surface as
well (even if it was not visible in these photographs). The wire-brushed coupons exhibited much
lower %Rs than the properly prepared coupon. This decreased removal might be expected given
that the wire brushing seems to have lessened the integrity of the outer surface of the concrete,
thus increasing the porosity of the surface of the coupon, making it more difficult to remove
contamination. A decision was made to prepare additional coupons properly and repeat the
affected tests. An evaluation of the effect of various methods of surface preparation on
decontamination efficacy was not an objective of this study, therefore no additional surface
characterization was performed to study this issue further. However, the following variables and
their effect on decontamination performance were suggested and may provide areas for future
research:
•	Aged vs newly exposed surface characteristics
•	Reactivity of concrete surfaces as a functi on of exposure to elements
•	Presence of foreign particles (e.g. iron from wire brushing) on the concrete surface.

Concrete coupon prepared with nylon brush (left) and wire brush (right).
20

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Appendix B August 2011 Concrete Results
21

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August 2011 Concrete Results
To complete the experimental plan initiated, but not fully accomplished, in April (because of the
wire brushing of the concrete coupons), additional decontamination testing was performed in
August 2011. This testing included four Cs-137-contaminated concrete coupons decontaminated
with UDF and six decontaminated with water only. The table below gives the %R and DF for
UDF and the water control when using concrete coupons. The target activity for each of the
contaminated coupons (pre-decontamination) was again between 0.5 |iCi and 1.5 |iCi. The
overall average (plus or minus one standard deviation) of the contaminated coupons was 1.03 ±
0.04 |iCi, a variability of 4%. For UDF, the post-decontamination coupon activities were
significantly less than the pre-decontamination activities with an average %R of 20 ± 9.1%. The
water control applied to the concrete surface coupons resulted in a %R of 1.2 ± 0.4%. These
results differ from what was expected based on the results from the properly prepared April 2011
coupons and previous experiments with decontamination technologies. The results are
particularly perplexing given the special attention to using properly prepared coupons and
following the identical procedures that were followed in April and in the previous experiments
(published and available at www.epa.gov/nhsrc/pubs.htmn [accessed 28 Jan 2013], Despite all of
this, the results were not similar to the results with the properly prepared coupons in April and
were not consistent with results that the vendor had observed during internal testing performed
with non-radiological cesium prior to this technology evaluation. In fact, the water control
results from this August testing also differ markedly from previous experiments which further
indicated the probability of some pervasive abnormality surrounding the August tests. Because
of these unexpected and inconsistent results, another round of decontamination testing was
planned and conducted in February 2012 (as discussed in the main sections of this report).
Decontamination Efficacy Results on Concrete Coupons in August 2011
Technology
Pre-Decontamination
Activity
EiCi/Coupon
Post-Decontamination
Activity
EiCi/Coupon
%R
DF
UDF
Avg
SD
1.00
1.01
0.98
1.05
1.01
0.03
0.73
0.74
0.79
0.97
0.81
0.11
27%
27%
19%
7.6%
20%
9.1%
1.4
1.4
1.2
1.1
1.26
0.14
Water
Control
Avg
SD
1.07
0.98
1.04
1.12
0.97
1.09
1.06
0.07
1.06
0.95
1.03
1.11
0.96
1.07
1.04
0.06
0.9%
3.1%
1.0%
0.9%
1.0%
1.8%
1.2%
0.4%
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.0
22

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