United States
Ufl Environmental Protection
Agency
EPA/600/R-16/128 I September 2016
www.epa.gov/homeland-security-research
Sample Collection Procedures
for Radiochemical Analytes in
Outdoor Building and
Infrastructure Materials
Office of Research and Development
Homeland Security Research Program
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EPA/600/R-16/128
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Sample Collection Procedures
for Radiochemical Analytes in Outdoor
Building and Infrastructure Materials
September 23, 2016
U.S. Environmental Protection Agency
Cincinnati, OH 45268
United States Environmental Protection Agency
Office of Research and Development
National Homeland Security Research Center
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Acknowledgements
This document was developed by the U.S. Environmental Protection Agency's (EPA) Homeland Security
Research Program (HSRP) within EPA's Office of Research and Development as a companion to EPA's
Selected Analytical Methods for Environmental Remediation and Recovery (SAM). Kathy Hall (NHSRC)
was the project lead for this document.
Several individuals provided valuable support and input to this document throughout its development.
Special acknowledgment and appreciation are extended to the building material work group team:
Schatzi Fitz-James, EPA Office of Superfund Remediation and Technology Innovation
John Griggs, EPA National Analytical Radiation Environmental Laboratory
Scott Hudson, EPA Chemical, Biological, Radiological, and Nuclear Consequence Management
Advisory Division
Mario lerardi, EPA Office of Resource Conservation and Recovery
Kathryn Snead, EPA Office of Radiation and Indoor Air
Terry Stillman, EPA Region 4
We also wish to acknowledge the following external peer reviewers whose expertise, work, and
thoughtful comments contributed greatly to the quality of the information:
Charles Berry, EPA Region 4
Kim Kirkland, EPA EPA Office of Resource Conservation and Recovery
Lyndsey Nguyen, EPA Environmental Response Team
Emily Parry, EPA Office of Research and Development, National Homeland Security Research
Center
Terry Smith, EPA Office of Land and Emergency Management, Office of Emergency Management
Scott Tefolski, EPA National Analytical Radiation Environmental Laboratory
The document was prepared by CSRA under EPA Contract Nos. EP-C-10-060 and EP-C-15-012.
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Disclaimer
This document was reviewed in accordance with EPA policy prior to publication. Note that approval for
publication does not signify that the contents necessarily reflect the views of the Agency. Mention of
trade names, products, or services does not convey EPA approval, endorsement, or recommendation.
Questions concerning this document or its application should be addressed to:
Kathy Hall
National Homeland Security Research Center
Office of Research and Development (NG16)
U.S. Environmental Protection Agency
26 West Martin Luther King Drive
Cincinnati, OH 45268
(513) 379-5260
hall.kathy@epa.gov
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Acronyms, Abbreviations, Units and Symbols
NOTE: Units of measurement are provided throughout this document, in both Metric and U.S.
Standard formats, as appropriate for use. In addition to the definitions provided below, units are
defined with first use in each module.
AC Alternating Current
Am Americium
ANSI American National Standards Institute
ASTM ASTM International (formerly American Society for Testing and Materials)
BKG Background
BLK Field Blank
Bq Becquerel
CFR Code of Federal Regulations
cm Centimeters
COC Chain of Custody
DAS Delivery of Analytical Services
DCGL Derived Concentration Guidance Level
DOT Department of Transportation
dpm Disintegration per Minute
DUP Duplicate
EPA Environmental Protection Agency
FRMAC Federal Radiological Monitoring and Assessment Center
ft Feet
g
Gram
gal
Gallon
GPS
Global Positioning System
HASP
Health and Safety Plan
HCI
Hydrochloric acid
HDPE
High density polyethylene
HEPA
High-efficiency Particulate Air
HN03
Nitric acid
hr
Hour
IATA
International Air Transport Association
in.
Inches
kg
Kilogram
L
Liter
lbs
Pounds
LSA
Low Specific Activity
m
Meter
MDC
Minimum Detectable Concentration
min
Minute
mL
Milliliter
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mm
Millimeter
MQO
Measurement Quality Objective
mR
Milliroentgens
mrem
Millirem
mSv
Millisieverts
NIST
National Institute of Standards & Technology
No.
Number
NRC
Nuclear Regulatory Commission
OSHA
Occupational Safety and Health Administration
oz
Ounces
PPE
Personal Protective Equipment
ppm
Parts per Million
Pu
Plutonium
QC
Quality Control
Ra
Radium
REG
Regular
RIN
Sample Rinsate
RPG
Radiation Protection Group
rpm
Revolutions per minute
RSP
Radiation Safety Plan
RWP
Radiation Work Permit
SAM
Selected Analytical Methods for Environmental Remediation and Recovery
SCO
Surface Contaminated Object
SCP
Sample Collection Plan
SDG
Sample Delivery Group
SHO
Safety and Health Officer
SIC
Sample Identification Code
SNM
Special Nuclear Material
SOP
Standard Operating Procedure
Sr
Strontium
Sv
Seivert
Tl
Transport Index
U
Uranium
WMP
Waste Management Plan
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Radiometric and General Unit Conversions
To Convert
To
Multiply by
To Convert
To
Multiply by
becquerel (Bq)
picocuries (pCi)
27.0
pCi
Bq
0.037
Bq/square centimeters (cm2)
(dpm/cm2)
60
(dpm/cm2)
(Bq/cm2)
0.0167
Bq/cubic meters (m3)
pCi/L
0.027
pCi/L
Bq/m3
37.0
Bq/kilogram (kg)
pCi/gram (g)
0.027
pci/g
Bq/kg
37.0
Bq/cubic meter (m3)
Bq/L
0.001
Bq/L
Bq/m3
103
cubic feet (ft3)
m3
0.0283
m3
ft3
35.3
disintegrations per minute (dpm)
|aCi
pCi
4.5 x 10"7
0.45
pCi
dpm
2.22
disintegrations per second (dps)
Bq
1
Bq
dps
1
gallons (gal)
liters (L)
3.78
L
gal
0.264
inches (in)
centimeter (cm)
millimeter (mm)
2.54
25.4
cm
mm
in
0.394
0.0394
kilogram (kg)
pound (lb)
0.456
lb
kg
2.20
microcuries per milliliter (iaCi/mL)
pCi/L
109
pCi/L
iaCi/mL
10"9
millirem (mrem)
millisievert (mSv)
0.01
mSv
mrem
1000
roentgen equivalent: man (rem)
sievert (Sv)
0.01
Sv
rem
1000
square centimeter (cm2)
square inch (in2)
0.155
in2
cm2
6.45
To Convert
To
Use
To Convert
To
Use
degree Fahrenheit (ฐF)
degree Celsius (ฐC)
(ฐF-32)/1.8
ฐc
ฐF
(ฐCxl.8)+32
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Table of Contents
Acknowledgements v
Disclaimer vi
Acronyms, Abbreviations, Units and Symbols vii
MODULE I - GENERAL INFORMATION 1-1
1.0 Introduction 1-1
1.1. Scope and Application 1-1
1.2. Supplemental Plans and Procedures 1-2
1.3. Preparation 1-3
1.4. Sampling Phases 1-4
1.5. Sampling Locations 1-5
1.6 Safety Consideration for Sampling and Waste Handling Personnel 1-5
2.0 Equipment and Materials 1-8
2.1. General Requirements 1-8
2.2. Sampling Equipment Summaries 1-9
2.3. Closures and Seals 1-15
2.4. Sampling Equipment Decontamination 1-16
2.5. Communications 1-17
3.0 Quality Control 1-17
3.1. Field Blanks 1-18
3.2. Rinsate Blanks 1-18
3.3. Field Replicates 1-18
3.4. Background samples 1-19
3.5. Equipment 1-19
3.6. Sample Control 1-19
4.0 Documentation 1-20
4.1. General Considerations 1-21
4.2. Sample Labels 1-21
4.3. Sample Identification Codes (SICs) 1-22
4.4. Field Logbooks 1-22
4.5. Field Sample Tracking Form 1-23
4.6. Chain of Custody (COC) 1-23
4.7. Verbal Discussions 1-25
4.8. Transport Documents 1-25
4.9. Waste Documentation 1-25
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5.0 Personnel/Equipment Decontamination 1-25
5.1. Surface Contamination 1-25
5.2. Personnel and Equipment Decontamination 1-26
5.3. Dry, Wet and Chemical Wiping 1-26
5.4. Decontamination of Pumps and Hoses 1-27
5.5. Washing and Rinsing 1-27
6.0 Waste Management 1-28
6.1. General 1-28
6.2. Solids 1-29
6.3. Liquids 1-29
6.4. Segregation 1-29
6.5. Disposal 1-30
7.0 Sample Packaging and Transport 1-30
7.1 Regulations and Requirements 1-31
7.2. Packaging and Transport of Radiological Samples 1-33
7.3. Preparing Samples for Transport 1-35
7.4. Packing the Transport Packaging 1-36
7.5. TRANSFER OF CUSTODY TO AN AUTHORIZED CARRIER 1-38
MODULE II-SAMPLING PROCEDURES - SITE CHARACTERIZATION AND REMEDIATION PHASES II1
1.0 Collection of Samples 11-1
1.1. Overview II1
1.2. Precautions and Limitations 11-3
2.0 Equipment and Materials 11-7
3.0 Collection of Surface Area Samples Using Swipes 11-7
3.1. Dry Swipes 11-8
3.2. Wet Swipes (for tritium sampling) 11-8
3.3. Tape Swipes 11-8
3.4. Swipe Handling 11-9
4.0 Building Material Sample Collection Technologies/Methodologies 11-9
4.1. General Considerations 11-9
4.2. Chip Sampling 11-10
4.3. Drilling (by hand, hammer drill or rotary hammer drill) 11-10
4.4. Core Drilling 11-11
4.5. Needle Scaling 11-12
4.6. Sawing (Power or Chainsaw) 11-12
4.7. Sawing (Circular) 11-13
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4.8. Sawing (Cutoff) 11-14
4.9. Sawing (Diamond wire) 11-14
4.10. SCABBLING 11-15
4.11. Shaving and Grinding 11-15
4.12. Hydraulic/Pneumatic Hammering 11-16
5.0 Collection of Concrete Samples 11-16
5.1. Concrete Walls 11-17
5.2. Horizontal Concrete Surfaces 11-17
5.3. Concrete Sample Handling 11-17
6.0 Collection of Brick Samples 11-17
6.1. General Considerations 11-17
6.2. Brick Walls 11-17
6.3. Outdoor Brick Surfaces 11-17
6.4. Painted Surfaces 11-18
6.5. Brick Sample Handling 11-18
7.0 Collection of Limestone Samples 11-18
7.1. General Considerations 11-18
7.2. Limestone Sample Collection 11-18
7.3. Limestone Sample Handling 11-18
8.0 Collection of Granite Samples 11-18
8.1. General Considerations 11-18
8.2. Granite Sample Collection 11-19
8.3. Granite Sample Handling 11-19
9.0 Collection of Asphalt Shingles 11-19
9.1. General Considerations 11-19
9.2. Asphalt Shingles Collection 11-20
9.3 Asphalt Shingles Sample Handling 11-20
10.0 Collection of Asphalt Road Samples 11-20
10.1. General Considerations 11-20
10.2. Asphalt Road/Driveway Material Collection 11-20
10.3. Asphalt Road/Driveway Material Sample Handling 11-22
11.0 Collection of Stucco Samples 11-22
11.1. General Considerations 11-22
11.2. Painted Surfaces 11-22
11.3. Stucco Material Collection 11-22
11.4. Stucco Material Sample Handling 11-22
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12.0 Sample Handling 11-23
MODULE III - SAMPLING PROCEDURES - FINAL STATUS SURVEY PHASE Ill1
1.0 Collection of Samples Ill1
1.1. Overview Ill1
1.2. Precautions and Limitations Ill2
2.0 Equipment and Materials Ill2
3.0 Collection of Outdoor Building and Infrastructure Materials Ill3
APPENDIX A: LIST OF SAMPLING EQUIPMENT AND MATERIALS A2
APPENDIX-A1 Sampling Equipment A3
APPENDIX-A2 Sampling Equipment Application Advantages and Disadvantages A4
APPENDIX - A3 Sampling Containers A10
APPENDIX-A4 Shipping Materials and Packaging All
APPENDIX - A5 Additional Equipment to Consider for Sampling Operations A12
APPENDIX-A6 Personal Protective Equipment A14
APPENDIX B: FORMS B2
APPENDIX - B1 Field Logbook Entry B3
APPENDIX- B2 Field Sample Tracking Form B4
APPENDIX-B3 Chain of Custody B5
APPENDIX - B4 Example Waste Control Form B6
APPENDIX C: BUILDING MATERIAL SAMPLE COLLECTION TECHNOLOGIES/METHODOLOGIES CI
APPENDIX D: FRAMEWORK FOR WASTE MANAGEMENT PLAN DEVELOPMENT FOR WASTE GENERATED
DURING RADIOLOGICAL SAMPLING OF BUILDING MATERIALS AND INFRASTRUCTURE. D1
APPENDIX E: PRESERVATION OF RINSATE SAMPLES El
APPENDIX F: REFERENCES F1
LIST OF TABLES
Table 1. Sample Sizes Based on Rapid Methods for Building Materials (all except asphalt shingles) 11-2
Table 2. Sample Sizes Based on Rapid Methods for Asphalt Shingles 11-3
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LIST OF FIGURES
Figure 1. ScabblerTool 1-11
Figure 2. Shaver and Grinder 1-11
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MODULE I - GENERAL INFORMATION
1.0 Introduction
1.1. Scope and Application
The procedures described in this document are intended to provide instructions regarding the
collection of samples from outdoor building and infrastructure materials to be analyzed for
radiological contaminants following an intentional or unintentional contamination incident or
emergency. This document focuses on the Site Characterization, Remediation, and Final Status
Survey (site release) phases (as described in Section 1.4) and is not intended to address sample
collection needs during Initial Response. The procedures are intended for collection of samples
in support of the U.S. Environmental Protection Agency (EPA) following a contamination
incident.
NOTE: The procedures in this document were developed to address collection of outdoor
building and infrastructure material samples specifically intended for analysis by methods
that are included in EPA's Selected Analytical Methods for Environmental Remediation and
Recovery (SAM) (U.S. EPA, 2012a). At this time, SAM methods that are available for analysis
of building materials address the following radioisotopes: americium (Am)-241, plutonium
(Pu)-238, radium (Ra)-226, strontium (Sr)-90 and uranium (U). As additional methods
become available for other radionuclides, this document will be updated as needed.
The procedures describe sample collection only and are intended for use by personnel who have
been sufficiently trained in radiological sampling techniques and corresponding radiation safety.
It is also assumed that an initial site assessment has been performed prior to implementation of
these procedures. Specifically, the document provides information and instructions regarding
procedures for sample collection during Site Characterization, Remediation, and Final Status
Survey (site release) phases with respect to the following:
General sampling equipment and materials
Description of quality control (QC) samples
Sampling documentation
Decontamination of sample containers and equipment
Packaging of samples for transport
Waste management and waste minimization considerations
The procedures do not include information that is typically included in a site-specific Sample
Collection Plan (SCP) (e.g., sample locations, expected contaminants and concentration levels or
methods for determination of the number and type of samples required). This document also
does not include tasks or activities that will be performed by site management, radiation
protection personnel, safety and hygiene individuals, and transportation certification personnel.
Specifically, this document does not provide information and instructions that would be
included in the following documents, which are developed to address an actual event:
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Sample Collection Plan
Radiological Protection Guidance Plan and associated procedures
Health and Safety Plan (HASP) and associated procedures
National Analytical Radiation Environmental Laboratory Standard Operating Procedures
(SOPs)
Waste Management Plan and associated procedures
1.2. Supplemental Plans and Procedures
1.2.1 Sample Collection Plan (SCP)
An SCP that is specific for the site being evaluated and outlines the site sampling
strategy should be in place prior to initiating the sampling procedures described in this
document. Guidance for development of SCPs is provided in EPA's Guide for
Development of Sample Collection Plans for Radiochemical Analytes in Environmental
Matrices Following Homeland Security Events (U.S. EPA, 2009). The SCP should be based
on available historical data and recent site assessment information. The SCP will
specify: derived concentration guidance levels (DCGLs)1; measurement quality
objectives (MQOs)2; matrices, volumes, and number of samples to be collected; sample
locations; sample container types and sizes; quality control requirements; specific
sample collection equipment to be used; and requirements for field sample collection
and preservation. The information included in the SCP provides detailed site-specific
instructions and requirements that are to be used in conjunction with the sample
collection procedures that are described in this document.
1.2.2 General Safety Plans
Safety is a primary consideration in any sampling event. Safety plans will be specific to a
site and incident. Personnel safety requirements and considerations for a particular site
may extend beyond radiological concerns, and may include physical hazards and
chemicals that are toxic, corrosive, emit harmful or explosive vapors, or are
incompatible when mixed. Safety plans should address all radiation and industrial
safety requirements and procedures associated with a site.
1 Derived concentration guidance levels (DCGLs) are derived, radionuclide-specific activity concentrations within a
survey unit corresponding to the release criterion. (U.S. EPA, MARSSIM, December 1997)
2 Measurement quality objectives (MQOs) are characteristics of a measurement method required to meet the
objectives of the survey including required measurement method uncertainty, detection capability, quantification
capability, expected concentration range for a radionuclide of concern, specificity, and ruggedness. (U.S. EPA,
MARSAME, January 2009)
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1.2.3 Laboratory Standard Operating Procedures
Laboratory SOPs are a series of documents which describe the likely analytical decision
paths that would be required by personnel at a radioanalytical laboratory following a
radiological or nuclear incident, such as that caused by a terrorist attack. EPA's
responsibilities, as outlined in the National Response Plan, Nuclear/Radiological Incident
Annex (U.S. Department of Homeland Security, 2004), include response and recovery
actions to detect and identify radioactive substances and to coordinate federal
radiological monitoring and assessment activities. Laboratory SOPs are developed to
provide guidance to those radioanalytical laboratories that will support EPA's response
and recovery actions following a radiological or nuclear incident.
1.2.4 Waste Management Plan
A Waste Management Plan (WMP) that outlines waste management requirements,
procedures, strategies, and processes from the point of generation to final deposition
should be in place prior to an incident. Ideally, a general WMP will be in place that can
be used to prepare an incident-specific WMP. This incident-specific plan should address
federal, state and local waste management requirements for the different waste
streams, waste characterization and waste acceptance sampling and analysis,
identification of WM facilities, on-site waste management and minimization strategies
and tactics, off-site waste management, waste transportation, health and safety, as well
as tracking and reporting of waste sampling results. Additional details regarding the
elements of a WMP are provided in Appendix D).
1.3. Preparation
1.3.1 Laboratories should be identified and contacted, and expected requirements
corresponding to the sampling event reviewed and discussed. To ensure appropriate
sample preservation, sample sizes and other analytical issues are considered,
laboratory specialists should be involved in the development of the SCP and the
laboratory performing the analyses should review and be aware of the quality control
requirements that are included in the SCP. The SCP and the sample collection
procedures should also be reviewed by the laboratory for additional insight into the
analysis needed.
1.3.2 Prior to sample collection, sample collectors should review the SCP. The sample
collectors' understanding of the requirements will greatly increase the success of the
sampling event.
1.3.3 Off-site evaluation of any historical data and site assessment prior to entering the
contamination area should be performed, and information regarding pertinent issues
should be provided to the field sampling team.
1.3.4 The sample collection team should also evaluate and prepare sampling equipment and
personal protective equipment (PPE) needs prior to entry. A site map should be
prepared with details regarding the sample locations (if known) and other geological
or topographical information to assist in locating the sample points.
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1.3.5 Prior to the initiation of sample collection activities and laboratory procurement, the
decision maker and the sample collection planning team should identify and discuss
the data needs and purpose for the sample collection being performed, including:
Types of samples to be collected or measurements to be performed
Radionuclide(s) of interest
Potential interfering radionuclides and chemical contaminants
DCGL for each radionuclide of interest
MQOs for each radionuclide (e.g., required method uncertainty, required
minimum detectable concentration [MDC], etc.)
Analytical or screening methods that will be used in the field and laboratory to
assay samples
Analytical bias and precision (e.g., quantitative or qualitative)
Number of samples to be collected
Type and frequency of field quality control (QC) samples to be collected
Amount of material to be collected for each sample
Sample collection locations and frequencies
Sample tracking requirements
Sample preservation (decontamination rinsate samples only, see Module I,
Section 5.4)
Sample shipping requirements
Additional standard operating procedures (SOPs) to be followed or developed
Cost of the methods being used (cost per analysis as well as total cost)
Specific background for the radionuclide(s) of interest, if applicable (e.g.,
background levels in clean, non-contaminated material)
Turnaround time required for sample results
Analytical measurement documentation requirements
Anticipated exposure rates, if known
1.4. Sampling Phases
WARNING: Samples containing special nuclear material (Pu-239, Pu-241, U-233, uranium
enriched in the isotope U-233 or U-235) require special consideration. Improper handling or
collection may result in criticality (sustained nuclear reaction). Consult the site-specific
sample collection plan and radiation safety plan for further guidance.
There are three phases in the life span of a contamination incident that require sampling: Site
Characterization, Remediation, and Final Status Survey (site release). Waste characterization is
an overarching process that also requires sampling, but is not addressed in this document.
Site Characterization Phase sampling takes place after the incident occurrence and prior
to initiation of site remediation activities. During this phase, the levels of exposure may
be the highest encountered at any time during the process of sampling a site. Personnel
should be constantly aware of existing conditions and radiation levels to ensure
personnel are not unnecessarily exposed. This phase will be used to determine the
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extent and magnitude of the problem (i.e., extent of contamination). The samples taken
will be used to determine the scope and range of activities needed to remediate the
site.
Remediation Phase sampling takes place during site remediation. During this phase,
sample collection can occur with deliberate planning and preparation. However,
conditions are still considered to be hazardous.
Final Status Survey Phase sampling takes place after remediation of the affected site.
This phase has specific requirements to ensure that the sampling procedures support
the expected low concentration levels. Conditions are expected to be non-hazardous
and clear of the presence of contamination levels that are in excess of DCGLs.
NOTE: Waste will be generated during all three phases of sampling and the waste
generated will need to be sampled for characterization in support of disposition
decisions. This waste includes sampling equipment and sampling personnel
decontamination rinse water and is separate from decontamination waste.
Procedures for collection of sampling waste should be addressed in the incident
WMP; the procedures are not included in this document.
1.5. Sampling Locations
Sampling locations may be located by the use of an alpha/numeric grid, global positioning
system (GPS) coordinates, or distances from landmarks, with ฑ1 meter (m) (3.3 feet [ft])
accuracy. Sample collection during the Characterization Phase often uses landmarks, with the
actual sample point "fine-tuned" using portable survey instrumentation. The survey team then
flags or places another marker (e.g., fluorescent paint) at the sample location. Sample collection
points are surveyed, and GPS coordinates recorded, at the time of collection. Maps developed
for the site are dependent on the requirements of the SCP. Subsequent sample locations will be
identified by the Field Team Leader per the requirements of the SCP.
1.6 Safety Consideration for Sampling and Waste Handling Personnel
1.6.1 Safety is a prime consideration in any sampling event. Personnel safety requirements
and considerations for a particular site may extend beyond radiological concerns.
Additional concerns include physical hazards and chemicals that are toxic, corrosive,
emit harmful or explosive vapors, or are incompatible when mixed.
1.6.2 All radiation and industrial safety requirements and procedures associated with the site
are to be followed.
1.6.2.1 Radiation protection requirements are developed and instituted by the site
Radiation Protection Group (RPG). The RPG is responsible for:
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Taking measurements of the radiation levels of all sampling sites and
associated activities, during and prior to initiating sampling activities
Monitoring personnel dosimeter readings and responses
If needed due to levels of radiation, escorting sampling personnel
Dictating the protection requirements for entering and working in a
radioactively contaminated sampling area, by developing and
implementing a Radiation Safety Plan (RSP) and Radiation Work Permit
(RWP)
Stopping any activity to protect personnel from overexposure to radiation
or from radioactive material contamination
1.6.2.2 Industrial safety requirements are developed and instituted by a designated
safety individual (e.g., Safety and Health Officer [SHO]). The SHO is
responsible for:
Assessing all site activities for potential safety concerns
Ensuring that personnel are informed regarding potential hazards in a
sampling area and dictating the requirements for safely working in the
area
Stopping any job or activity to protect personnel from a dangerous
situation
Developing and implementing an HASP for individuals working in the area
to read and follow
1.6.3 Personal Protective Equipment (PPE) is worn as designated by radiation protection
personnel and the designated site safety individual. PPE should be used during all
sample collection and equipment decontamination activities. Results of a site
assessment or incident evaluation should be used to determine the type and amount
of PPE used. The SCP should include a written HASP following OSHA guidelines (U.S.
Department of Labor, 2008), and/or hazard evaluation of the area to be sampled.
1.6.3.1 Typical types of PPE are listed in Appendix A6 (Personal Protective
Equipment).
1.6.3.2 The amount of PPE used should be designed and designated to provide the
maximum personal protection and mobility for the task being performed. The
machinery used to sample outdoor building and infrastructure materials can
be heavy which can result in injury if dropped. In addition, the use of some of
this equipment can generate dangerous levels of noise. The minimal amount
of PPE typically used includes:
Protective Helmet (i.e., hard hat)
Protective Gloves (i.e., thick work gloves)
Coveralls that cover the arms and legs
Water proof or water resistant safety boots
Impact resistant eye protection with side protection (i.e., safety goggles)
Hearing protection (i.e., ear plugs or ear muffs)
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Fall protection for ladders and scaffolding (i.e., personal fall-arrest
systems or guardrail systems)
Dosimeter or milliroentgen (mR) survey meter to measure personnel
exposure
Respiratory protection
Lapel air samplers
1.6.3.3 Care should be taken to ensure that PPE is not damaged. If PPE damage is
suspected, work must be stopped. Uncontrolled PPE damage can result in
contamination of personnel.
1.6.3.4 Care should be taken to ensure that the PPE is sufficient to protect against
contamination exposure that can result from wicking when working in a wet
environment.
1.6.3.5 It is highly recommended that respiratory PPE be worn when working on older
structures that may contain lead paint (NYSDOH, 2013) and asbestos (OSHA,
1995). The level of respiratory PPE should be directed by the HASP and/or
RSP. Appendix A6 (Personal Protective Equipment) lists the various types of
respirators that may be required.
1.6.4 First aid kits should be available at all times during the sampling event. At least one kit
should be carried in any vehicle transporting the sampling team. At least one kit also
should be located at the primary sampling site office.
NOTE: The accident potential is greater when collecting samples from outdoor
building and infrastructure materials than it is for traditional environmental
sampling; therefore, it is strongly recommended that more substantial first aid
equipment (e.g., ANSI [American National Standards Institute] and Occupational
Safety and Health Administration [OSHA] Compliance Kit; 29 CFR 1910.266) be
available during sampling. It is also recommended that phone numbers to local
Emergency Medical Technician (EMT) services be made available to all workers.
Contact information and procedures for communicating with emergency responders
should be identified and available for use at all times.
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2.0 Equipment and Materials
2.1. General Requirements
2.1.1 Only equipment that has been certified (clearly identified) by the Field Team Leader for
use should be used to perform the procedures described in this document. Substitution
of materials or equipment must be approved and documented prior to use. All
instruments should have current calibrations or inspections clearly identified. Any
corresponding certification documentation should be copied and available to the
sampling personnel, as appropriate.
NOTE: It is highly recommended that sampling equipment be properly and routinely
maintained and organized before responding to an event. This maintenance and
organization will allow the sampling team to enter and exit the suspected
contaminated area in the shortest and most effective amount of time. Sample
materials should be contained in a controlled area or vehicle with shelving/space
sufficient to contain all PPE, sample bottles, materials, supplies, and forms needed to
perform sample collection, documentation, and packaging activities.
2.1.2 Staging of Equipment, Supplies and Samples
2.1.2.1 Pre-staging allows for a minimized time in the contamination zone and
maximized sample collection and processing efficiency.
2.1.2.2 As practical, all equipment, containers, PPE, and documentation for a sampling
event should be combined into single sampling kit. The common practice is to
place each piece of sampling equipment for an individual sampling event into
separate plastic bags. Each of these bags (up to a maximum number that can be
physically handled) can be combined in a larger bag or container that holds
additional PPE (boots, gloves) and tape or other items needed. Carrying the
larger container into the field, an individual can control contamination and
sample materials with minimal concern for cross contamination and exposure.
2.1.2.3 Each sampling team should be aware of the SCP for their designated
assignment, including being informed of the location and conditions for the
specific sampling point(s) prior to entry. Sampling locations are often marked
with fluorescent paint, flags, stakes and/or frames. It is recommended that
sample locations be bar-coded in order to facilitate identification of the
locations for resurvey.
2.1.2.4 Step-off pads are used to designate the point for exiting a contaminated area.
Personnel are required to perform a given level of personal monitoring and
decontamination at the step-off pads to ensure contamination is not spread
outside the contaminated area. Step-off pads may be pre-established prior to
site entry by the sampling team. These pads should be clearly designated and
allow for easy egress out of the contaminated area.
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2.1.2.5 Once samples are collected, they must be maintained under controlled
conditions through shipment to the analytical laboratory(ies). This is required
to control exposure to personnel and to ensure that samples are not
compromised prior to analysis. Samples should be stored in a staging area
where they can be observed or are under lock and key to prevent tampering.
See Module I, Sections 3.6 and 6.4.3 for additional information regarding on-site
sample control and storage.
2.2. Sampling Equipment Summaries
This section provides summaries of equipment that can be used to collect samples of outdoor
building and infrastructure materials. Additional information regarding sampling equipment is
provided in Appendices A1 - A6 (tables of sampling equipment and materials). The actual
sampling tools, materials, and equipment used depend on the type of sample needed (e.g.,
core, chips, powder), equipment availability, site conditions, and the depth and size of sample
needed, and will be specified in the site-specific SCP. A summary of the types of equipment
used for collection of specific building and infrastructure materials is provided in Appendix C.
NOTE: Collection of outdoor building and infrastructure materials requires the use of
manual and/or power tools for physical removal of samples. In many cases, powerful tools
and equipment similar to those used for decontamination are used for sample collection,
and specific skills, training and precautions may be required. It is also recommended that
samplers become familiar with using the equipment first in a staging area under
supervision of Health and Safety personnel, prior to use in contaminated areas. In all
cases, user manuals should be consulted prior to use of equipment in the field.
2.2.1 In addition to sample collection equipment, equipment is needed to identify sampling
locations (e.g., GPS, sampling frames, fluorescent paint, flags, stakes). Air and surface
wipe sampling also may be required for respiratory protection due to the possibility of
hazardous material resuspension (i.e., asbestos, lead, or particulates containing
radionuclides) during sampling. Wooden or metal stakes, flags, and sampling frames are
used to mark areas for collection of samples during Final Status Survey Phase sampling.
a. Frames must be large enough to cover an area larger than the area to be
sampled and act to prevent intrusion of surrounding material into the sample.
They must be controlled to prevent movement during sample collection and
are properly dispositioned after the sampling event.
b. Frames are constructed of plastic sheeting that is labeled to clearly indicate
the presence of radioactive material (for example, a large yellow plastic bag
labeled as "radioactive material" in magenta lettering) and contain an opening
to designate a given surface area from which a sample is to be taken. Plastic
frames reduce the volume and weight of material taken into the field.
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c. Frames can be approximately 0.5 to 1 m2 (5 to 11 ft2), with an opening for
sampling of approximately 100 centimeter (cm)2 (16 inches [in.]2).
2.2.2 Chisels, hand drills or hole saws are used to collect chip samples representative of
porous surfaces (Los Alamos, 2008; CS Unitek, Inc., 2008). Chip sampling can be used to
sample concrete walls, pavement or sidewalks in cases where only small amounts of
sample are needed, or when techniques involving minimal noise or dust generation are
preferred. This sampling equipment is usually hand-held and can be handled easily by
one individual. For the purposes of this sampling procedure, a porous surface is defined
as a surface capable of allowing the passage of liquid through pores or small crevices.
Examples of porous materials include concrete, brick, limestone, granite, stucco, and
some conditions of asphalt.
2.2.3 Rotary hammers (hammer drills) use a hammering action to make circular cuts. The
hammering action provides a short, rapid hammer thrust to pulverize relatively brittle
material, with more rapid and less effort than hand drilling.
2.2.4 Needle scalers are used to collect samples from tight, hard-to-access areas (e.g.,
corners, metallic inserts, pipe penetrations) (Archibald, 1995; Trelawny, 2009) . These
are hand-held tools that are usually pneumatically driven and use uniform sets of 2-, 3-
or 4-millimeter (mm) (0.08-, 0.1-, or 0.2-in.) needles to obtain a desired sample profile.
The 3-mm and 4-mm (0.1-in. and 0.2-in.) needles are designed to clean and remove
concrete surfaces. Special copper-beryllium needles that are designed to prevent sparks
also may be purchased. Needle sets use a reciprocating action to chip contamination or
samples from a surface. The particulates generated are considered the sample. Most
needle scalers have specialised shrouding and vacuum attachments to collect removed
debris. Certain needle scalers, such as the Pentek CornerCutterฎ (Pentek, Inc.,
Upper Saddle River, NJ) are ergonomically designed with a pivoting vacuum head for
work in difficult areas. Needle scalers do not introduce water, chemicals or abrasives
into the waste stream.
2.2.5 Scabbling is a scarification process used to remove concrete or other porous surfaces
(EC-CND, 2009; Jannik, 2007; NEA, 2011; Pentek, 1997; EPA, 2006). Scabbling tools
(scabblers) typically incorporate several pneumatically operated piston heads that strike
and chip a concrete surface. Scabblers are best suited for removing up to 2.5-cm (1-in.)
thick layers of contaminated concrete (including concrete block) and cement. Available
scabblers range from 1- to 7-headed hand-held scabblers to electro-hydraulic and
remotely-operated scabblers, with the most common incorporating 3 to 7 scabbling
pistons mounted on a wheeled chassis (see Figure 1). For pavements, 5-to 7-headed
scabblers are normally used, while handheld 1- and 3-headed types are traditionally
applied to concrete walls. Because scabbling may cause a cross-contamination hazard,
vacuum attachments and shrouding configurations have been incorporated. Before
scabbling, combustibles must be stabilized, neutralized, and/or removed. In practice,
floor scabblers may be moved to within 5 cm (2 in.) of a wall, and other hand-held
scabbling tools are needed to remove the last 5 cm (2 in.), as well as surface concrete on
walls.
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_^ai
n
Piston head with
bits for scabbier.
Figure 1. Scabbier Tool
(from U.S. EPA "Technology Reference Guide for Radiologically Contaminated
Surfaces." EPA-402-R-06-003. 2006)
2.2.6 Shavers are used for large-area removal of thin concrete or cement layers on fiat or
slightly uneven surfaces. Most units contain a vacuum port to collect particulates.
Several types of shavers exist, including electric-powered, self-propelled horizontal
surface shavers and manual wall shavers (see Figure 2) (CS Unitec Inc., 2006; Dickerson,
1995; EC-CND, 2009; U.S. Department of Energy, 1998). The self-propelled shaver is
suited for large open areas (over 10 m2 or 100 ft2) with few obstructions. The depth of
shaving is set by a manual rotary wheel, and varies between 0.01 cm (0.004 in.) to 1.3
cm (0.5 in.). The unit weighs 150 kilograms (kg). In cases where contamination has
penetrated and layers up to 1 cm or more have to be removed, the use of shavers will
require several passes.
Shaver and the shaving drum. Grinder and Spare Wheel.
Figure 2, Shaver and Grinder
(from U.S. EPA "Technology Reference Guide for Radiologically Contaminated
Surfaces." EPA-402-R-06-003. 2006)
2.2.7 Hand-held grinders use a ~13-cm (5-in.) diamond grinding wheel that can be applied to
flat or slightly curved surfaces (see Figure 2) (Desiel, 2014; EPA, 2006). The grinders
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weigh 6 lbs, are portable, and can grind concrete surfaces to a depth of 1.5 to 3 mm
(0.06 to 0.12 in.). The grinder wheel spins at 10,000 revolutions per minute (rpm) and
needs to be replaced after approximately ten hours of use. The unit is cooled by
internal and external air intakes, which reduce debris feed into an attached vacuum
hose. The depth of grinding depends on the number of passes on a given area.
Operators should be careful not to apply the tool onto the surface with excessive
strength, as this can result in faster wearing of the segments and overheating the
engine.
Application of hand-held grinders on vertical surfaces or ceilings can be eased by
vacuum assist (under-pressure) and counter-weight systems. These disks are
also very sensitive to the presence of metallic inserts on the surface.
Hand-held grinders are not suitable for rough surfaces and their production rate
is strongly impaired on uneven surfaces.
2.2.8 Hydraulic/pneumatic hammers are commonly used in areas where contamination has
penetrated deeply into a concrete surface (Jannik, 2007). Hydraulic or pneumatic
hammers can either be hands-on or through use of an electrically powered,
hydraulically controlled robot. The latter may be equipped with a hydraulic hammer, an
excavator bracket, or other tools, and is well suited for cutting pavement, sidewalks and
walls. A mini electro-hydraulic hammering unit (weighing 350 kg) can be used to obtain
thicker samples where contamination has penetrated deeply, reducing the workload for
the operators when compared to other equipment (i.e., scabblers or shavers).
2.2.9 Core drills (Byrne, 2008; Chicago Pneumatic, 2012; CSIR, 2002; CS Unitec, 2008; EC-CND,
2009)
a. Core drills are designed to remove cylinders of material, much like a hole saw,
and are typically used when precise, circular cuts are needed. Core drilling is
the preferred sampling technique in cases where deep contamination is
suspected and large surface area sampling is not required. Core drills can be
operated in any orientation (i.e., vertically or horizontally), and can be
powered by electric, hydraulic or air power sources. Drill bits range in
diameter from 1 - 152 cm (0.5 - 60 in.) and drilling depths are virtually
unlimited with barrel extensions. Core drills can achieve greater depths of cut
than any other technique with the exception of wire sawing. Typically, a core
sample of up to 10.1 cm (4 in.) long is collected.
b. Diamond core drills are generally used for concrete sampling. If
contamination can be controlled, water flushing is highly recommended when
using diamond core drills. Although these drills are designed to avoid the
formation of ice, ice can form in the machine when the ambient air
temperature is 0 - 10 "Celsius (ฐC) (32 - 50 "Fahrenheit [ฐF]) and the relative
humidity is high. Use of antifreeze agents and a water separator (hose) can
counteract this risk. If using an electrically powered drill, operators should
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ensure that water does not enter the unit; if water does enter, the unit should
be shut off immediately.
2.2.10 Saws (Chicago Pneumatic, 2013a; CS Unitec, 2003; Los Alamos, 2008; Chicago
Pneumatic, 2013b; Hilti, 2012; Husqvarna, 2006; Tractive AB, 2012)
a. Concrete saws can be used to collect samples with thicknesses of up to 1 m
(~3 ft) (with a diamond wire saw) (Chicago Pneumatic, 2013a; CS Unitec,
2003). They are ideal for cutting depths of 300 mm (~12 in.) in metal and
1000 mm (~39 in.) in concrete, and for cutting cores into segments (at
different depths) or trimming cores or bricks. For most materials, diamond or
abrasive blades can be used. While diamond blades last longer, abrasive
blades are less expensive and do not require coolant. Motor-driven diamond
or carbide saw blades are recommended for cutting through concrete walls or
reinforced concrete, masonry and other composite material, but are not
recommended for cutting through steel pieces, such as rebar. An abrasive
blade should be used in cases where cutting through steel is required to
access sample material. Since most concrete saw blades are water-cooled,
the water is a secondary waste concern. Depending on the size of the guide
bar and its cutting performance, the recommended amount of water is 1.5 to
8 liters (L)/minute (min) (0.4 to 2 gallons [gal]/min). Dry cutting can be used
instead of wet cutting to obtain small- to medium-sized samples, especially in
cases where the particulates are to be collected. Dry cutting normally
requires lower wire speed.
b. Handheld saws (Los Alamos, 2008) should be used when sawing to less than 100
mm (~4 in.) deep. Circular saws should be considered the primary option if
precise cuts are needed.
For deeper cuts, a handheld power saw (e.g., chainsaw) can be used, but a
track-mounted saw should be used if the larger blade size makes the hand
saw impractical (Chicago Pneumatic, 2013a; CS Unitec, 2003). Although
newer technologies include remotely-operated systems, most heavy-duty
concrete saws are track-mounted and guided on a bar-track mechanism
that needs to be manually operated with a defined feed motion. A normal
thickness of cut is about 1/3 the diameter of the blade, with about 1 m (~3
ft) of concrete being the maximum thickness.
Circular saws (Chicago Pneumatic, 2013b) are ideal when very precise cuts
are needed. Circular sawing also enables flush cuts (e.g. along walls).
Appropriate guiding devices are required to control the cutting forces and
avoid locking the blade. Preparation for use of these saws requires a good
deal of effort, which reduces their popularity compared to other types of
saws. The maximum cutting depth is 1,000 mm (~39 in.), which can be
achieved by using saw blades with diameters of 2,200 mm (~87 in.). Dry
cutting is feasible for small to mid-size assignments, but when the
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production rate is the main concern water flushing is recommended, as for
any diamond-tipped cutting tools.
For chainsaws, the abrasion is very high, such that the lifetime of one chain
is limited to a surface area of approximately 2 m2 (~22 ft2). In special cases,
the mechanical lifetime of the chain can be lower than that of the diamond
coating. Unlike a wire or circular saw, the chain saw can be used to quickly
create openings in thin walls and ceilings without installing much
equipment. It is also possible to plunge into the surface and, in some cases,
pre-drilling can be omitted.
Cut-off saws are designed for cutting through concrete, asphalt and steel
with cutting blades for both dry and wet cutting (Chicago Pneumatic,
2013b). These saws can be used with both diamond blades and abrasive
discs. A dust collector can be connected to the blade guard for operation
when the use of water is not possible or recommended. A cart with wheels
for the cut-off saw is recommended when precise and clean cutting jobs are
required.
c. Diamond wire saws are not hand-held; a cart mounted unit drives a wire that
carries diamond impregnated beads (Hilti, 2012; Husqvarna, 2006; Tractive AB
2012). These saws are often used to cut through reinforced concrete and can
be used when large samples are needed. Diamond wire sawing is typically used
with water cooling, but it is also possible to cut in dry conditions. Dust
emissions can be reduced using a sealed collection system. In contrast to most
other cutting techniques, there are few limitations concerning the size and
thickness of the material to be cut. The equipment required includes the basic
machine with electrical or hydraulic actuation, the control cabinet, at least two
deflection rollers and a wire storage capability in the case of larger cuts.
Diamond wires are typically about 11 mm (0.4 in.) in diameter. Depending on
the cutting length, the width of the cut is about 15 to 20 mm (0.6 to 0.8 in.). If
the rear side of a structure is not accessible, cuts can also be accomplished by
plunge cutting. To make plunge cuts in pavements or sidewalks, blind holes
averaging between 160 and 250 mm (6 to 10 in.) are needed. An extraction
system to exhaust debris out of the holes is required to prevent the roller
system from clogging up. Plunge cutting is restricted to cut dimensions of about
250 cm (~98 in.) in depth and 250 cm (~98 in.) distance between the blind holes.
Concrete composition and reinforcement strongly influence wire wear and
cutting rates. Diamond saw blades should be cooled by a constant stream of
water.
2.2.11 Plastic bags and containers (plastic, steel, wood or fiberboard) can be used to contain
samples, sample containers, packing ice, equipment and materials, or waste.
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a. Plastic bags in a variety of sizes and types (e.g., zip-locked, open bag with twist
ties) are used as needed to accommodate sample collection, double bag
storage and equipment storage.
Bags containing samples are sealed with tape and double bagged.
Bags without zip-locking capabilities can be used for sample shipment or
waste containment.
b. If elevated levels of radioactivity are suspected, use of a plastic container is
recommended to prevent sample loss and cross-contamination that could
occur if a bag becomes damaged.
c. Refer to Appendix A3 (Sampling Containers) for typical sizes and dimensions.
2.2.12 Other materials - Based on the nature of the incident and the area affected, other
materials or equipment may be needed for sample collection. These materials include
items such as chipping tools, hammers, tape, paint scrapers, and waste vacuum
cleaners. A list of some of the additional equipment that may be needed is included in
Appendix A5.
2.3. Closures and Seals
2.3.1 Masking or other adhesive tape is used for sealing containers during sample shipment.
2.3.2 Security seals are attached over the cap or lid of each sample container to provide an
indication of sample tampering and ensure sample integrity. Security seals also can be
used for sample shipping or transport containers, to ensure package integrity is not
compromised during transport. Typically, one seal is placed on each sample container
and multiple seals (e.g., two seals placed on opposite ends) are used on shipping
containers.
a. Security seals may be commercial or tape seals that contain the signature or
initial of the sample collector, and date and time of sample collection.
b. The seal must break or tear if it is removed.
c. Metal seals are usually crimped into place and require cutting or breakage for
removal.
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2.4. Sampling Equipment Decontamination
NOTE: Materials that have been used for decontamination or for carrying samples should be
segregated until they have been decontaminated and surveyed as clean. Unless determined
to be free of contamination, water and other materials used for decontamination must be
retained and removed from the sampling site for proper disposal. Rinsate water may be
required to be collected and analyzed for quality control purposes. Additional stages for
washing should be used when elevated radiological contamination is suspected. Waste
generation should be minimized whenever possible, especially as it relates to segregating
liquid from solid wastes and minimizing the generation of liquid waste. Information on waste
minimization strategies and techniques can be found in the WMP (see Appendix D).
2.4.1 Buckets and pails serve as tote containers and portable sinks.
a. Buckets and pails should be constructed of plastic.
b. Lids are needed for containment, but are generally not taken into the field.
c. Typically, 5-gal and 20-gal buckets are used.
d. Several buckets or pails are used in decontamination.
The number used is dependent on the degree of cleanliness required. At
a minimum, one is used for the initial wash and one is used for the final
rinse.
Rinse water may be required to be collected as a quality control sample
(rinsate sample).
2.4.2 Drums or large garbage cans are used to contain contaminated PPE, accumulated
wastes, clean bags, containers, or equipment. Waste segregation and minimization
strategies should be included in the incident WMP.
2.4.3 Brushes are used to remove deposits of solids from sampling equipment. Both bottle
brushes and flat brushes are used. Brush handles should be sufficient to prevent
direct contact with the brush during use.
2.4.4 Cloths are used to remove solids from or dry sampling equipment. Cloths should be
certified as clean for use in drying equipment, and may be pretreated to contain a
cleaning agent, if approved for the sampling event. Paper towels may be used, but
lint-free cloths are preferred.
2.4.5 Water is used to wash and rinse contamination from equipment, materials, and
sampling personnel. At least 16 L (~4 gal) is recommended for every 20 samples
collected.
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NOTE: Solid and liquid wastes should be segregated to the greatest extent possible
in preparation for the disposal of decontamination wastes. The generation of liquid
waste should be minimized as much as possible.
Soap and other non-ionic detergents are used for decontamination and washing.
Soap can be in either powder or liquid form, and must be non-reactive, anionic,
phosphate-free, and low-foaming. Stainless steel polishers or cleaners may be used,
provided they contain no petroleum distillates and leave no residue.
Sufficient containers should be located at step-off pads to allow for disposal and
control of contaminated equipment and clothing. Additional information concerning
proper waste containment and disposal can be found in the incident WMP (see
Appendix D).
Tote containers should not be used as final rinsate containers, as the materials carried
may contaminate the rinsate.
Other materials - Based on the nature of the incident, the area affected, and the
extent of contamination, other materials may also be needed in equipment
decontamination. Additional materials may include items such as chemical abrasive
cloths, sand paper, grinders, solvents, alcohol, and dilute acids. The requirements for
use of these items should be reviewed and discussed prior to use.
2.5. Communications
2.5.1 Radios or any two-way communication device capable of transmitting the sampling
team's concerns or requests to the standby person or Field Team Leader shall be
employed.
2.5.2 A standby person (individual stationed outside the zone) is required to observe and
respond to the sampling team if problems arise.
3.0 Quality Control
Sample collectors should refer to the SCP to determine the kind and number of QC samples that
should be collected or procedures that should be performed. In some cases, additional samples
or sample volume will be needed to support laboratory QC sample analysis (e.g., matrix spikes,
field replicates). Because QC samples may be shipped to the laboratory as either known QC or
blind samples, sample collectors should refer to the SCP to determine how these samples are to
be labeled for transport to the laboratory.
2.4.6
2.4.7
2.4.8
2.4.9
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3.1.
Field Blanks
3.1.1 Field blanks are used to monitor contamination that may be introduced into samples
during collection.
a. If required, the field blank is prepared in the field at the same location, using
the same procedures that are used to collect and process the sample. Field
blanks are typically prepared prior to sample collection.
b. The field blank is submitted to the laboratory for analysis with the collected
samples.
3.1.2 Field blanks are prepared by filling a sample container with blank matrix material
using the same collection and processing procedures and equipment that are used to
collect the samples.
NOTE: Field blanks for outdoor building and infrastructure materials may not be
practical to obtain. Efforts should be made to obtain analyte-free materials that
have similar composition to the samples to be analyzed. Uncontaminated concrete
or brick material may be acceptable blank material for plutonium (Pu), americium
(Am), and strontium (Sr) analyses, but these materials will typically contain
background levels of uranium (U) and radium (Ra) isotopes.
3.2.
Rinsate Blanks
3.2.1 Rinsate blanks are samples collected from rinse water running off decontaminated
piece(s) of equipment, and are used to determine and document that equipment have
been adequately decontaminated.
a. The rinsate blank may or may not be preserved in the field, as described in the
SCP.
b.
If the rinsate blank is preserved, a field blank is required.
3.2.2 Depending on the radiochemical of interest, rinsate and rinsate blanks are preserved
using hydrochloric or nitric acid (see Appendix E) and submitted to the analytical
laboratory to evaluate equipment decontamination.
3.3. Field Replicates
3.3.1 Field replicates are collected in the same manner, location, and time as the initial
sample. Sample collectors must ensure that the replicates are as equivalent in
proximity, and mass or volume as possible. Variations can affect QC evaluations.
3.3.2 The location from which a replicate sample is collected should be the space adjacent
to the initial sample or the space of the initial sample enlarged to allow for a greater
volume of sample to be taken.
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3.3.3 A field replicate is used to evaluate sample heterogeneity, sample collection
methodology, and analytical procedures.
3.3.4 The replicate sample is handled and documented in the same manner as the initial
sample.
3.3.5 Field replicates will be sampled and remain in separate packages throughout transport
to and storage in the laboratory.
4. Background samples
3.4.1 Background samples are collected from a known uncontaminated area to allow for
the determination of natural or "background" radionuclide concentrations.
3.4.2 Background samples are collected under the same control requirements as Final
Status Survey Phase samples (see Module III).
5. Equipment
3.5.1 All equipment that is used to measure or analyze samples in the field requires
calibration, routine maintenance, and at least annual standardization/verification.
This equipment is calibrated following procedures included in the manufacturer's
product/equipment manual or performed in the laboratory.
a. Balances or scales are routinely used in the field and require calibration and
standardization/verification or certification to ensure measured sample
weights are accurate.
b. Linear measuring devices (e.g., tape measures, rulers) are used to measure
the length, width and depth of samples. These devices should meet National
Institute of Standards and Technology (NIST) requirements (NIST Handbook
44, 2014).
6. Sample Control
3.6.1 Once samples are collected, they must be maintained under controlled conditions
through shipment to an analytical laboratory. This control is required to ensure that
samples are not compromised and that analytical data generated are representative
of site conditions.
3.6.2 Sample custody requirements
a. Keep samples in an area where they can be observed or are under lock and
key to prevent tampering.
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b. Maintain samples in the same configuration or condition in which the sample
arrived from the sampling site (e.g., containers sealed) until additional
procedures are required.
6.3 Sample tracking
a. As samples are transferred from collection through processing, packaging, and
shipment, record sample progress.
b. The person(s) performing each step is required to record their initials or
signature on the label, sample tracking log, Chain of Custody (COC) form, and
any other document associated with the sample to qualify the condition of
the sample at that point of sample progression. See Module 1, Section 4.0
(Documentation) regarding documentation requirements.
3.6.4 All sampling personnel are required to perform sample collection, processing, and
packaging activities in a manner that does not compromise the integrity of the
samples or the requirements associated with the sampling event.
a. Follow documented procedures and adhere to requirements.
b. Notify supervision of problems or concerns.
c. Adhere to all requirements regarding documentation of activities, conditions,
observations, and measurements.
3.6.5 Unused swipes are to be sent to the laboratory with each batch of samples to be
analyzed for radioactive analytes. These materials provide the analytical laboratory
with a suitable blank or with information that will determine if any activity measured
is the result of inherent radioactivity of swipes used, and the results may be used in
assessment of the final field sample results.
0 Documentation
NOTE: ALL documentation produced in collecting and processing samples is considered a
legal record and is to be treated as such. Legibility and permanence are to be maintained. If
errors are made, either the document error is struck out using a single line and initialed and
dated, or it is re-written, checked for accuracy, initialed and dated, and attached to the
original for record keeping.
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4.1. General Considerations
4.1.1 Pens and markers should be of black indelible ink capable of writing on damp labels
and containers. Pens and markers taken inside the contamination zone should be
discarded with waste or used disposable PPE.
4.1.2 Logbooks, forms and reports should be assembled and maintained as permanent
records.
a. If taken to the sampling area, they should be controlled outside of the
contaminated zone to prevent contamination. If needed in the contaminated
zone, take only a blank copy of the form or page. Once out of the
contaminated area, they are to be rewritten into the original permanent
records and verified as transcribed correctly once outside of the zone.
b. Required records include:
Sample identification codes (SICs)
Field Logbook
Field report forms
COC forms
Photographs, when practical
Make, model, and accuracy information for any equipment used
c. Written documents are generated and maintained as the primary records of
the sampling event. However, information also may be entered into an
electronic record during or, as soon as practical, following sample collection.
4.1.3 Control of written and electronic records is detailed in the SCP.
4.2. Sample Labels
4.2.1 Sample labels must be applied to each sample container (including any container that
holds a blank or quality control sample), with information that identifies and describes
the sample. Sample labels are to include the following information at a minimum:
SIC
Time and date sample collected
Sample dimensions, mass and/or volume (for decontamination rinsate
samples) and matrix
Sample collection location (GPS coordinates or brief description)
Signature or initials of the sample collector
4.2.2 If samples are placed in two containers (e.g., double bagged), a duplicate (DUP) label
may be placed on the outside of the first bag or container, but inside the second bag
or container, for legibility. If a duplicate label is used, it must be identified as a
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duplicate label or copy. If samples are triple-bagged, the duplicate label should be
placed on the outside of the second bag or container, and inside the third.
4.3. Sample Identification Codes (SICs)
4.3.1 SICs are required for all samples collected, including rinsate blanks.
4.3.2 Each sample must have a unique SIC.
a. SICs typically consist of an alpha-numeric sequence code that includes a coded
date and location marker.
b. All assigned SICs are used to document the sample location, type of sample,
date and time of sample collection, and sample collector.
4.3.3 The SIC is recorded on all field documentation, sample container labels, COC forms,
and any other documents pertaining to the sample.
4.4. Field Logbooks
4.4.1 Field personnel, including sample collectors, are responsible for recording data and
maintaining Field Logbooks with adequate information to identify a specific sample
and to provide information that may be necessary for interpreting analytical results.
4.4.2 Information that should be recorded in a Field Logbook entry includes:
Number of samples collected, method of sample collection
Date and time of collection
Any pertinent observations
Names of sample collectors and/or observers
Description of sample location
GPS coordinates
Field screening data, if available
A Field Logbook Entry is provided in Appendix Bl. Electronic data recording devices
may also be used as a means of recording information in the field. If electronic
recording devices are to be used, however, they should be selected based on
durability, accuracy, backup capability, and ease of decontamination.
4.4.3 If photographs are included as part of the sampling documentation, the name of the
photographer, SIC, date, time, site location, and site description are to be recorded
sequentially in a logbook as each photograph is taken. After the photographs are
developed, the associated information included in the logbook entries is to be written
on the back of the photograph.
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4.5. Field Sample Tracking Form
4.5.1 Field personnel, including sample collectors, are responsible for recording data and
maintaining Field Sampling Tracking Forms with adequate information to identify a
specific sample.
4.5.2 Copies of these forms accompany samples during shipment.
4.5.3 Information recorded on these forms includes:
SIC
Sample matrix
Chemical decontamination of matrix (and identification of agent used)
Sample description and location
Sample dimensions, mass or volume (if decontamination rinsate)
Sample depth
Sample type
Number of containers
An example Field Sample Tracking Form is provided in Appendix B2.
4.6. Chain of Custody (COC)
4.6.1 Tracking samples from collection to receipt at the analytical laboratory is documented
on a COC form. A COC form is provided in Appendix B3 (Chain of Custody Form).
CAUTION: Documentation of changes in sample custody is important. This is
especially true for samples that may be used as evidence of intentional
contamination or to establish compliance with a release criterion. In such cases,
there should be sufficient evidence to demonstrate that the integrity of the sample
is not compromised from the time it is collected to the time it is analyzed. During
this time, the sample must either be under the physical custody of a responsible
individual who is currently listed on the COC or be secured and protected, under
lock and key, from any activity that would change the true value of the results or
the nature of the sample. Each individual responsible for sample custody is
required to provide signatory documentation each time a sample(s) is received or
relinquished.
4.6.2 Information contained on the COC form is to include:
Site information - Address of the site, contact person, telephone number, and
emergency contact number
SIC for each sample
Date and time of sample collection
Sample volume or mass
Sample matrix
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Contact gamma reading or any additional radiological screening results of the
sample, if available, and as provided by radiation protection personnel
Analyses requested - general analyses or specific isotopic tests
Printed names and signatures of all persons accepting and relinquishing sample
custody, and the date and time of transfer
The printed name of the certified courier, courier company, and the name and
signature of person(s) relinquishing and accepting custody of the samples
4.6.3 If deemed necessary, the following information also should be contained in the COC
form:
A brief description of the sample(s)
Initials of the sample collector(s)
Method of shipment (ground, air, or both)
Any other pertinent information or comments regarding the sample(s)
4.6.4 At the time of transport, the individual relinquishing the sample(s) must sign and date
the COC form. The receiver also must sign and date the form.
4.6.5 The COC is copied and usually has carbonless copies attached to the original that are
specified as to use.
a. A copy of the COC is to be retained by the individual or organization
relinquishing the samples.
b. A copy of the COC is to be placed into a sealed plastic bag. The sealed bag is
placed inside of the sample transport packaging prior to sealing for transport.
c. The original COC is sent to the analytical laboratory in a separate envelope.
4.6.6 The receiving laboratory is required to submit a signed copy of the completed COC to
the Field Team Leader after receipt of the samples, and the original is to be returned
with the data package. The laboratory should include the following information with
or on the completed COC:
Time and date received and signature of the person receiving the samples
(appears on the COC)
Condition of the packaging and the security seal, and condition of security seals,
where applicable
Condition of and any problems with the individual samples, such as a broken
container, missing samples, or illegible information
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4.7. Verbal Discussions
4.7.1 All verbal discussions pertinent to the sampling event, samples, or transport and
receipt of the samples by the analytical laboratory are to be documented in the Field
Logbook.
4.7.2 If sample collectors are contacted by the laboratory, the following information is to be
documented:
Name of the person who called
Name of the person who received the call and answered the questions
Content of the conversation, including any specific data or information
discussed or provided
Time and date of the call
4.8. Transport Documents
4.8.1 Common Carrier documents should be included with each shipment and completed as
required by the individual carrier.
4.8.2 All packages must securely display the following:
Sampling contact information, mailing address, and phone number
Laboratory name(s), mailing address, and phone number
Quantity and description of contents
Date of shipment
Appropriate U.S. Department of Transportation (DOT) radioactive/radiation,
Nuclear Regulatory Commission (NRC), and/or International Air Transport
Association (IATA) labeling.
4.9. Waste Documentation
Documentation needs and requirements pertaining to waste generated during sampling are
addressed in the incident WMP (see Appendix D).
5.0 Personnel/Equipment Decontamination
NOTE: The instructions in this section are intended to provide general information and
guidelines. Requirements set forth by site radiation protection personnel also must be
consulted and followed for site-specific requirements and procedures.
5.1. Surface Contamination
Surface contamination can usually be detected by radiation protection personnel, using direct
monitoring equipment and methods. In areas of high background radiation levels, however,
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surface swipes should be taken (see Module II, Section 10.0) and provided to radiation
protection personnel for assessment of removable surface contamination prior to exiting the
site. Alternatively, suspected contaminated equipment should be controlled in an area of lower
background levels for direct reading.
5.2. Personnel and Equipment Decontamination
5.2.1 All personnel, equipment, materials, tools, or other objects exiting a controlled area
will be surveyed by radiation protection personnel to determine the presence of
contamination and, if necessary, will be decontaminated prior to leaving the
controlled area. This survey and decontamination includes any large pieces of
equipment used in the process of procuring building or infrastructure material
samples (i.e. scaffolding, ladders, etc.).
5.2.2 Any material or personnel exhibited survey readings that exceed the site's release
limits, as detailed by radiation protection (e.g., 2x background levels), are to be
controlled to prevent the spread of contamination.
5.2.3 Any personnel decontamination is to be handled by radiation protection personnel.
5.2.4 Contaminated sampling materials are to be decontaminated per procedures described
in Module I, Sections 5.3 and 5.4, and subsequently surveyed by radiation protection
personnel for controlled release.
5.2.5 Complex equipment (e.g., has recessed areas or crevices, air flowing through it for
cooling, or water pumps) is to be fully surveyed by radiation protection personnel to
determine if and how decontamination should be performed.
5.3. Dry, Wet and Chemical Wiping
NOTE: All wastes produced from wiping off a contaminated surface are to be considered
contaminated until proven otherwise. Placing plastic sheeting beneath the equipment to be
cleaned facilitates waste collection and disposal. Additional information regarding the
management of wastes generated from these activities can be found within the incident
WMP (see Appendix D).
5.3.1 Clean surfaces of equipment and sampling containers with single wiping motions,
starting with equipment handles or outer edges and moving to the most
contaminated areas.
5.3.2 Dry wiping with clean cloths or paper towels should be used to remove all visible
solids contamination.
5.3.3 Swiping with cloths or paper towels dampened with deionized water should be used
to remove additional contamination. Additional swipes can be used as necessary.
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5.3.4 Chemically treated swipes (soap swipes, alcohol prep pads, or other approved
cleanser) may be used to remove heavy grime.
5.3.5 If radiation is detected and is not removed by additional wiping, proceed to Section
5.5 for washing and rinsing.
5.4. Decontamination of Pumps and Hoses
5.4.1 Pre-rinse the pump and associated piping/tubing/hose by operating the pump in a
deep basin containing approximately 30 to 40 L (8 to 10 gal) of potable water for
approximately 5 minutes.
5.4.2 Wash the pump and associated piping/tubing/hose by operating the pump in a deep
basin containing approximately 30 to 40 L (8 to 10 gal) of potable water containing a
non-phosphate detergent (e.g., Alconoxฎ cleaner [Alconox, Inc., White Plains, NY]) for
5 minutes.
5.4.3 Repeat the wash with a fresh solution of detergent.
5.4.4 Rinse the pump and associated piping/tubing/hose by operating the pump in a deep
basin containing approximately 30 to 40 L (8 to 10 gal) of potable water for 5 minutes.
5.4.5 If practical, take a sample of the rinse water (1 L [0.25 gal]) and have the sample
evaluated by the Radiation Protection Team for gross alpha and beta radiation. If
gross alpha and beta screening is impractical, disassemble the major pump
components and allow to dry. Take a swipe of the internal openings of the pump
suction and discharge and the associated piping/tubing/hose and have the swipes
counted for alpha and beta contamination.
5.5. Washing and Rinsing
NOTE: All wastes produced from wiping off a contaminated surface are to be considered
contaminated until proven otherwise. Placing plastic sheeting beneath the equipment to be
cleaned facilitates waste collection and disposal. Additional information regarding the
management of wastes generated from these activities can be found within the Pre-lncident
WMP (see Appendix D).
5.5.1 Place the equipment in a container with sufficient room for washing. Add the
minimum amount of water needed for washing.
5.5.2 Using a cloth, wash the piece of equipment.
5.5.3 Rinse the equipment with a minimal amount of water, collecting the rinsate into a
wash container. Spray bottles can be used to minimize the amount of water used.
5.5.4 Wipe off the equipment with a clean paper towel or cloth.
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5.5.5
5.5.6
5.5.7 Take a swipe of the equipment and submit the swipe to radiation protection
personnel for analysis to ensure the equipment is properly decontaminated. If
radiation is detected and is not removed by additional rinsing (e.g., with rinse water or
with 1% nitric acid [HN03] or hydrochloric acid [HCI]), bag and seal the equipment for
delivery to a decontamination station or laboratory.
5.5.8 The management of wastes generated during washing and rinsing of sampling
equipment is addressed within the incident WMP (see Appendix D).
6.0 Waste Management
The majority of waste generated as a result of sample collection activities, including equipment
and personnel decontamination, will be considered low level radiological waste (LLRW). Prior to
the initiation of sample collection activities, a WMP should be in place to address waste
management considerations (see Appendix D). Waste compiled for disposal is to be
documented. Appendix B4 (Example Waste Control Form) presents a typical format for
documenting wastes for disposal.
6.1. General
6.1.1
6.1.2
6.1.3
6.1.4
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Give the equipment a final rinse with a minimum of rinse water, collecting the rinse
water in a separate clean sample container.
NOTE: Deionized or distilled water should be used for all final rinsing. The final
rinsate is collected and submitted as a sample. Depending on the radiochemical
of interest, rinsate samples are preserved using hydrochloric or nitric acid (see
Appendix C).
Dry off the equipment with a clean paper towel.
All waste containers are to be clearly labeled or identifiable as waste. Waste
containers may be bottles, drums, plastic bags, or garbage cans, depending on the
type of waste.
Clean trash is to be clearly segregated from potentially contaminated or contaminated
waste.
Waste material should not penetrate or be capable of chemically reacting with the
containment used. To prevent leakage or loss, use waste containers that are durable,
can be sealed, and are composed of materials that will not be affected or
compromised.
After each addition, the waste container should be closed. After final insertion of
material, the container should be sealed.
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2. Solids
6.2.1 Dry Wastes
a. Place dry material in a labeled plastic bag or container that is appropriate for
containing the waste material.
b. Material should not cut through or penetrate the containment. If necessary,
sharp edges should be taped or otherwise wrapped.
c. After each addition, the container should be closed. After final insertion of
material, the container should be sealed.
6.2.2 Wet or Damp Wastes
a. Place wet or damp material in a labeled plastic bag or container that is
appropriate for containing the waste material.
b. Material that emits fumes or odors should be evaluated by the authorized
safety individual regarding the need to control vapors, as some vapors may
cause explosions of the container.
3. Liquids
6.3.1 Liquids should be segregated based on material (e.g., water should be contained with
water, oils with oils). Wastes should be evaluated by the authorized safety individual
for compatibility to ensure that hazards are not produced from mixing.
6.3.2 Liquid wastes that emit fumes or odors should be examined for possible vapor control
problems as some vapors may cause explosions.
6.3.3 Use a liquid containment vessel to collect wet decontamination waste (i.e.,
decontamination rinsate that is not submitted as a sample).
NOTE: Wet decontamination may involve use of a pump to transfer liquid wastes,
and drums or other containers with liners for storing liquid wastes. The drums
should have secondary containment. Decontamination rinsate containing solvents
or acids may need to be analyzed for pH and/or ignitability prior to disposal.
4. Segregation
6.4.1 As waste material is produced and collected, segregation must be used to prevent and
control additional contamination and radiation exposure levels.
6.4.2 Radiation and radioactivity levels in the materials used for decontamination will
normally be insignificant.
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6.4.3 Storing samples in a single location may result in radiation levels that could potentially
affect background radiation levels, or result in personnel exposure. Care should be
taken to monitor radiation levels according to applicable regulatory or radiation
protection requirements. If necessary, move or shield the samples. If radiation levels
from unshielded samples exceed applicable limits, the samples should be placed in
shielded containers. If radiation levels in an area where samples are being stored
exceed manageable levels, refer to the appropriate radiation protection guidelines.
a. The potential for decontamination materials to spread contamination is often
higher than the potential of contamination from the actual samples taken.
Materials used for decontamination should be handled in a manner such that
its accumulation and movement will not result in the potential for release.
b. If breached, waste containers can release loose material, vapors, or liquids. Waste
containers should be handled in a manner such that they will not be breached.
6.5. Disposal
6.5.1 Refer to EPA's Selected Analytical Methods for Environmental Remediation and
Recovery (SAM) Companion Laboratory Environmental Sample Disposal Information
Document (U.S. EPA, 2010) for information regarding disposing of small volume
wastes containing radiological, non-radiological and mixed hazards.
6.5.2 Procedures or mechanisms for control or disposal should be determined prior to
generation of any waste. The Field Team Leader will instruct the sampling team
regarding the actions needed to control or remove the waste generated.
6.5.3 A sample of each waste stream may be required to be packaged and shipped to a
laboratory for characterization.
6.5.4 Wastes may be required to be left on site for disposal during remediation.
7.0 Sample Packaging and Transport
NOTE: Boxes constructed of hard plastic, wood or metal make excellent packaging for low-
level radioactive samples. Drums (30- or 55-gal) meeting Type A packaging requirements
(addressed in 49 CFR 173.412) (identified by markings on the drum) are required for
samples meeting U.S. DOT placard requirements for Radioactive White I, Radioactive Yellow
II, or Radioactive Yellow III.
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WARNING: Samples should be considered contaminated, and the appropriate PPE worn,
during sample packaging and loading. All samples being shipped for radiochemical analysis
are to be properly packaged and labeled before transport off site or within the site, in
accordance with U.S. DOT regulations in 49 CFR parts 170 - 189 or IATA Dangerous Goods
Regulations. Any individual involved in transporting hazardous materials, including packaging
hazardous materials for transport, must be trained in and comply with these regulations (DOT
49 CFR 172.700; IATA 1.5). Packages shipped within the U.S. must be verified by a DOT-
certified Class 7 shipper. Courses to train individuals regarding these regulations are available
in several states. A summary of related requirements is provided in Module I, Sections 7.1
through 7.5 below. The primary concerns are incidents that can occur during sample
transport and result in the breakage of the sample containers or increase the possibility of
spills and leaks (e.g., bumping, jarring, stacking, wetting, and falling). In addition to loss of
samples and cross contamination, the possible release of hazardous material poses a threat
to the safety of persons handling and transporting the package and to laboratory personnel
receiving the package.
7.1 Regulations and Requirements
7.1.1 Various agencies have controls over the transport and shipment of radioactive
material, including the DOT, the NRC and IATA.
7.1.2 All requirements for transport and shipment included in this document reflect the
requirements of these agencies.
NOTE: Regulations are subject to change over time; therefore, they should be
verified immediately prior to performing the procedures described in this document.
7.1.3 Definitions of terms pertinent to transportation of materials are stated in the Code of
Federal Regulations (CFR) at 49 CFR Parts 171 through 173.
a. Class - The hazard classification of the material for transport purposes.
Radioactive material is defined as Class 7.
b. Labels - Indication and signs on a packaging or on material contained in a
packaging that designate a hazard or hazardous condition or handling
requirements inherent to the packaging or package.
c. Markings - Indication signs pertaining to design or specifications of a package,
irrespective of its use.
d. Overpack - An enclosure that is used by a single consignor (the site) to
provide protection or convenience in handling of a package or to consolidate
two or more packages for shipping purposes.
e. Package - The packaging with its radioactive contents as presented for
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transport. For example, a sample cooler used to transport a single sample or
multiple samples.
f. Packaging - The assembly of components necessary to enclose completely the
radioactive contents. It may, in particular, consist of one or more sample
containers, absorbent materials, spacing structures, radiation shielding,
service equipment for filling, emptying, and venting and pressure relief
devices integral to the package. The packaging may be a box, drum, or similar
receptacle or may also be a freight container consistent with the required
performance standards for transport.
g. Transport index (Tl) - The dimensionless number (rounded to the next tenth)
placed on the label of the radiation level measured in millisieverts (mSv)/hour
(hr) or in millirem (mrem)/hr at 1 m (3.3 ft).
7.1.4 The NRC provides regulations governing packaging, preparation, and shipment of
licensed and special nuclear materials at 10 CFR Part 71.
a. Samples containing low levels of radioactivity are exempted as set forth in 10
CFR Part 71.14.
b. Low specific activity (LSA) material is defined and discussed in 10 CFR Parts
71.4 and 71.77.
c. Samples classified as LSA need to meet DOT, NRC and/or IATA requirements,
as appropriate.
7.1.5 DOT provides regulations governing the transport of hazardous materials within the
U.S. at 49 CFR Parts 171 through 189.
a. Requirements for marking and labeling packages and placarding transport
vehicles for shipment are detailed in 49 CFR Part 172.
b. Accident Reporting is discussed in 49 CFR Part 171.
c. Packaging definitions and requirements are in 49 CFR Part 173.
d. Requirements for training shippers, what is to be included in the shipping
papers, and what emergency information is necessary for the shipment are
detailed in 49 CFR Part 172.
7.1.6 IATA provides Dangerous Goods Regulations (DGR) for the international transport of
hazardous materials, as well as transport of these material to or from U.S. territories.
a. Requirements for marking and labeling packages are detailed in IATA DGR 7.1
and 7.2.
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b. Requirements for preparing overpacks in accordance with the packing rules
are in IATA DGR 5.0.
c. Packaging definitions and requirements are in IATA DGR 5.0.
d. Requirements for training shippers are detailed in IATA DGR 1.5.
7.2. Packaging and Transport of Radiological Samples
7.2.1 Alert and Hazard Labels
a. Color-coded alert labels can be used to assist in processing a sample by
identifying a sample emitting elevated radiation levels and/or designating
sample analysis priority in order to facilitate compliance with sample-
segregation requirements specified in the Manual for the Certification of
Laboratories Analyzing Drinking Water (U.S EPA, 2005). Similar to DOE's
Federal Radiological Monitoring and Assessment Center's (FRMAC's)
Monitoring Manual (U.S. Department of Energy, 2015), samples should be
labeled as follows:
Red denotes radiation levels are equal to or greater than 0.005 mSv/hr
(0.5 mrem/hr) and the highest analysis priority
Yellow denotes radiation 5x above background but below 0.005 mSv/hr
(0.5 mrem/hr) secondary analysis priority
Blue denotes the lowest analysis priority
Labels are typically circular with a diameter of 2.54 cm (1 in.)
b. Hazard labels are required by DOT and IATA for shipment and transport
purposes. They are specified as to appearance, wording, dimensions, and
coloring to be recognizable to handlers during their transport from the site to
the analytical laboratory. These labels include:
Radioactive Material
Surface Contaminated Object (SCO) - SCO-I and SCO-II
LSA (Low Specific Activity) - LSA-I, LSA-II, and LSA-III
Radioactive White I, Radioactive Yellow II, and Radioactive Yellow III
Special Nuclear Material (SIMM)3
Corrosive
Red or black arrows ("This Way Up") indicating either direction the
package is to be maintained to prevent damage or spillage
c. All shipments of radioactive material, with the exception of those containing
exempted materials as defined in 10 CFR part 71 (typical in the Final Status
3 Special Nuclear Material (SNM) ia defined as Plutonium, Uranium, and Uranium-233 enriched in Uranium-235;
material capable of undergoing a fission reaction (U.S. EPA, MARSSIM, December 1997)
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Survey Phase of sampling), are to bear two identifying hazard labels affixed to
opposite sides of the outer package.
d. A single hazard or alert label, or a combination of these labels, may be
required to be placed on a sample container or package based on the hazards
identified or considered to be contained in the sample container or package.
e. DOT regulations at 49 CFR Parts 171 - 173 (for shipping within the U.S) or
IATA (for international shipments or shipments to or from U.S. Territories)
should be consulted for specific packaging and labeling requirements. Several
vendors and government agencies, including DOT and IATA, offer specific
training on these regulations.
7.2.2 Strong tight containers (packaging) should be used to transport samples.
a. Packages are to meet DOT or IATA design requirements (e.g., Type IP-I, II, or
III, Type A, or Type B).
b. Packages should survive incidents that can occur during transport, without a
release of the contents.
c. Packages should be easy to handle and properly secured.
d. Each lifting attachment, if contained on the packaging, should have a
minimum safety factor of triple (3x) strength and provide non-structural
damage if failure occurs.
e. The external surface of the container should be smooth, free of unnecessary
protrusions, dents, or gouges, and easy to clean.
f. All construction materials should be compatible and able to withstand
radiation.
7.2.3 Absorbent Material
a. The transport container must contain triple (3x) the amount of absorbent
material required to absorb the entire amount of liquid being shipped.
b. Absorbent material should not degrade when exposed to the liquid being
absorbed or from conditions incident to transport.
7.2.4 Cushioning Material
a. The material must be able to absorb impact placed on samples during
transport.
b. It must be sufficient to prevent damage from occurring to samples.
c. Absorbent material may also be used as a cushioning material.
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7.2.5 Shielding
a. Shielding materials range from plywood to tin or lead sheets. Shielding also
may be accomplished by placing low-level samples around high-level samples.
However, combined shipment of samples containing disparate levels of
contamination should be avoided, or extra precautions should be taken to
prevent cross-contamination.
b. The amount of shielding used is dependent on radiation levels, packaging
strength, and weight limits of the package.
7.3. Preparing Samples for Transport
7.3.1 Field and Sample Data Compilation
a. Original Field Logbooks and Field Sample Tracking Forms are to be maintained
in a secure location.
b. Copies of the appropriate pages of the Field Logbooks and Field Sample
Tracking Forms are to be sent to the laboratory with the samples.
Appropriate pages include information regarding sample volume or weight,
screening results, and potential hazards.
c. Ensure SIC labels are on each sample container.
7.3.2 Wipe each individual sample container with a damp cloth or paper towel to remove
any exterior contamination.
a. If directed, or if contamination levels on the sample container cannot be
removed to levels specified in the HASP/RSP or SCP, then: (1) place the sample
container in a bag, and (2) place the bagged sample container in a second
clean bag.
NOTE: Double bagging is more efficient than wiping containers with
absorbent material, and is a more effective method for preventing the
spread of contamination and generation of additional waste.
b. If the sample container is not wiped or if contamination is not removed, it
must be documented in the Field Logbook and on the COC.
7.3.3 Ensure contamination and radiation levels of the outer container are measured.
Sample radiation and contamination readings are performed by radiation protection
personnel. The following information is provided as guidance for steps to be
performed prior to sample transport:
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a. Perform a surface gamma exposure rate measurement and a surface alpha
and beta contamination survey of sample containers. Record the results on
the Field Sample Tracking Form.
If surface contamination exceeds allowed limits, decontaminate the
container and repeat the survey.
If surface gamma exposure is greater than background levels, record the
reading on the sample container and the Field Sample Tracking Form.
Place Alert labels on containers that exceed 5x background radiation
levels.
b. Based on gamma levels and types of samples, pre-stage samples for loading
into the sample transport packaging. Samples with higher radiation levels are
to be in the center of the packaging.
NOTE: When determining loading of packaging (i.e., arrangement, weight,
and stabilization), allow for the addition of packing materials.
c. The final package cannot exceed:
2 mSv/hr (200 mrem/hr) at any point on the outside of the package
. ATI of 10
0.4 becquerel (Bq)/cm2 (22 disintegrations per minute [dpm]/cm2) beta -
gamma loose surface activity
0.04 Bq/cm2 (2.2 dpm/cm2) alpha loose surface activity
d. Once the samples have been screened and selected for transport, create a list
of the samples and SICs that will be placed in the packaging container and
record the order of their arrangement in the packaging.
7.4. Packing the Transport Packaging
7.4.1 Avoid cross contamination of samples and sample containers during packing.
7.4.2 Ensure the sample containers are controlled and sealed to prevent spillage.
a. Double bagging of sample containers is recommended prior to packing the
samples. Heavy plastic bags, with or without zip-locking seals, can be used.
b. Bags should be large enough to allow the upper ends to be twisted to seal the
top closed. Tape is applied to the area of the twist, and the top is folded over
and sealed with tape. One continuous piece of tape can be used, tabbing the
end to allow for removal.
c. Caps on containers holding liquid samples (i.e., rinsates) should be secured
with tape that is sufficiently strong to secure the container (e.g., duct tape,
electrical tape), placed into plastic bags containing liquid absorbing material
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(i.e., must be able to absorb 3x the volume of the sample), and the bags
sealed.
7.4.3 Pack the samples in the sample transport packaging.
NOTE: DOT has design specifications for each type of packaging; however, the
construction of the packaging, as certified by the manufacturer, limits the total
weight and the capability to retain shielding. The shipping transporter will also
have limitations as to the maximum weight of any one package that they will
transport. These considerations will be determined prior to sample shipment,
but the sampling team needs to be aware of any restrictions that apply.
a. Use the packing list and pre-determined packing order (see Module I, Step
7.3.3.d) as guidance in loading the packaging, noting that changes may be
required based upon actual radiation levels and weight considerations.
b. If necessary, add shielding to the outer sides of the inside of the packaging.
c. Place shock absorbing material (e.g., bubble wrap, packing peanuts, or
vermiculite) or liquid absorbing material (e.g., vermiculite) around the
samples, as appropriate, including the bottom of the transport packaging and
the area above the samples. Samples should be in contact with the shock or
absorbent materials, and should not be in contact with each other.
d. Ensure that heavier materials are placed on or near the bottom of the
packaging.
e. DO NOT jam or overload packaging.
f. DO NOT pack the packaging to an overweight condition.
7.4.4 Assign the package an identification number. Record the package number, samples
contained within, and conditions of the contents in the Field Logbook. Record the
sample package number on the package.
7.4.5 Obtain results of a surface contamination and radiation survey of the exterior of the
filled transport package from the site radiation protection personnel.
a. If surface contamination exceeds allowed limits, decontaminate the package
and repeat the survey. Record the results of the survey in the Field Logbook.
b. Record the highest and lowest gamma readings on contact, the highest
reading at 1 m (~3 ft.), and the location where the reading was noted on the
Field Sample Tracking Form.
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7.4.6 Complete the COC form with all necessary information, per Section 4.6, and place a
copy of the COC in a zip-locked bag taped to the top of the inside lid of the packaging.
a. If more than one package is used, place separate sample documentation in
each package.
b. If using a cooler, instructions for returning the cooler should be documented
inside the cooler lid. Write a return name and address for the sample cooler
on the inside of the cooler lid in permanent ink to ensure return of the cooler.
7.4.7 Close and seal the transport package.
a. Apply a security seal in such a manner that it will be torn (broken) if the
package is opened. The tape should include the signature of the sender, and
the date and time the seal was applied, so that it cannot be removed and
replaced.
b. Place a completed custody seal on the package. If using a cooler, place
completed custody seals across the top and sides of the cooler lid so that the
lid cannot be opened without breaking the seal. Place clear tape over the seal
to prevent inadvertent damage to the seal during shipment. Insure that the
tape cannot be lifted off and reaffixed without breaking the seal.
c. The container is to be secured with a locking mechanism or a method of
securing closure.
If a White I, Yellow II, or Yellow III label is required, the package is to have
a locking mechanism and a security seal.
Industrial Type I packaging, such as a cooler, may be secured with clear
packing tape or duct tape. If using a cooler, tape the cooler shut using
strapping tape over the hinges.
d. Write the following information on the outside of the package.
Weight of the package
Sender's name and address
e. Attach "This Way Up" labels and any other required labels, 180ฐ apart from
each other (opposite sides) on the package.
7.5. Transfer of Custody to an Authorized Carrier
7.5.1 Samples, by federal law, may be transported only by authorized carriers.
a. Authorized carriers must be identified prior to sample shipment. Authorized
carriers of hazardous materials must be certified and, as of September 2005,
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DOT-certified carriers must also be certified by the U.S. Department of
Homeland Security according to DOT's Hazardous Materials Regulation Unit.
b. Transport by an individual or sample collector is not authorized by federal
regulations.
c. The U.S. Postal Service will not ship radiological samples.
d. Government-specified carriers may be used. FedEx" and United Parcel Service
are typical authorized carriers. There are other carriers that specifically
transport high-level radioactive materials.
e. Shipment of high-level radioactivity samples should be coordinated in
advance to avoid delays that could impact response.
7.5.2 Transfer custody of the samples to the carrier, obtaining a signature from the
authorized agent on the COC form.
a. It is the responsibility of the carrier and the shipper to ensure packages are
properly loaded for transport prior to departure from the site.
b. Packages loaded into a vehicle are to be secured from movement during
transport.
c. Packages of varying contamination levels are segregated. Packages containing
samples that are above background (greater than or equal to 5x background)
are stored in a shielded area of transport vehicles as far away from transport
personnel and meters (e.g., dosimeters) as possible.
d. A pre-determined loading plan may be required prior to loading samples into
transport vehicles.
e. The vehicle is surveyed prior to transport to ensure that the limits for
radiation levels outside the vehicle are met.
Not to exceed 2 mSv/hr (200 mrem/hr) on the external surface of the
vehicle
Not to exceed 0.1 mSv/hr (10 mrem/hr) at any point 2 m (~7 ft) from the
outer lateral surfaces of the transport vehicle
Not to exceed 0.02 mSv/hr (2 mrem/hr) in any normally occupied space
on the transport vehicle
f. The vehicle should remain locked at all times during transport.
7.5.3 The original COC form (after custody transfer signature), copies of corresponding Field
Logbook entries and Field Sample Tracking Form(s), and a copy of the shipment
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paperwork should be sealed in a plastic bag and sent overnight to the analytical
laboratory.
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MODULE II - SAMPLING PROCEDURES - SITE CHARACTERIZATION AND REMEDIATION PHASES
1.0 Collection of Samples
1.1. Overview
1.1.1 This module outlines procedures, equipment, and other considerations specific to the
collection of representative outdoor building and infrastructure material samples for the
measurement of radiological contaminants during the Site Characterization and
Remediation Phases of a contamination incident.
1.1.2 The intent of any sampling event is to maintain sample integrity by preserving physical
form and chemical composition as much as possible. Sample collectors should rely on
training, experience, and supervisory guidance to ensure the sampling event provides
the best samples possible to determine the extent and nature of the hazards
encountered.
1.1.3 Materials exposed to a release of radioactive contamination can contain four types of
contamination: (1) loose surface contamination from the deposition (fallout) of airborne
material, (2) fixed surface contamination from deposited material that has been
absorbed or physically impregnated into a surface, (3) contamination that is being
transported by a liquid or solvent, and (4) activated material. The latter is a result of the
release of neutron radiation, which transforms the material from non-radioactive
radionuclides into radioactive radionuclides. Generally, activated materials will be
found only at ground zero of a nuclear detonation.
1.1.4 The following issues should be considered by the sample collection team and the Field
Team Leader during implementation of the procedures described in this document and
the requirements of the site-specific Sample Collection Plan (SCP).
NOTE: Radiation surveys of surfaces are performed by the radiation protection
personnel. The sampling team is required to review survey results prior to taking a
sample.
a. The amount of sample collected should exceed or equal the required volume
or mass. In general, large volumes or numerous samples are more
representative than small volumes.
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NOTE: Large samples can contain higher radiation levels, however, and
may cause problems with shipping, storage, and disposal; these samples
may require shielding or more numerous smaller sample shipments. Large
amounts of sample also can cause problems in the laboratory due to
increased radiation, the potential for contamination, and impacts on
laboratory instrumentation (e.g., dead time in gamma spectrometers).
b. During the Remediation Phase, the sample volume may increase, decrease, or
both. Variations depend on the results found during Site Characterization
Phase sampling, specifically the radionuclides and activities/concentrations
found.
1.1.5 During the Characterization Phase, measurement quality objectives (MQOs)
corresponding to the specific event are based on unknown contaminants or on-site
assessment and screening. MQOs set during the Remediation Phase will be based on
the knowledge obtained from samples taken during the Characterization Phase.
1.1.6 The sample sizes listed in Tables 1 and 2 (for building materials and asphalt shingles,
respectively) have been determined to be necessary for analysis using the analytical
methods listed in SAM, and are to be collected unless otherwise specified by the SCP.4
NOTE: The sample sizes are provided as guidance with respect to laboratory
requirements for current analytical methods. Sample sizes will be site- or event-
specific, and sample collectors should consult the SCP regarding requirements for
the number and volume/mass to collect. The sample sizes listed below should be
considered to be the minimum; additional sample may be necessary to satisfy
laboratory requirements. Sample sizes also may vary depending on the
effectiveness of the equipment and collection procedure used.
Table 1. Sample Sizes Based on Rapid Methods for Building Materials (all except asphalt shingles)
Target
Sample
Size
Rapid Building Material Method - Stated Method MQOs
Americium-241
1 gram
Method is capable of achieving a required method uncertainty of 0.20
pCi/g (0.074 Bq/g) at an analytical action level (AAL) of 1.5 pCi/g (0.56
Bq/g).
Plutonium-238,
239/240
1 gram
Method is capable of achieving a required method uncertainty of 0.25
pCi/g (0.0093 Bq/g) at an AAL of 1.89 pCi/g (0.070 Bq/g).
4 Measurement quality objectives (MQOs) are based on sample amounts needed to meet the analytical and QC
requirements of the methods listed in EPA's Selected Analytical Methods for Environmental Remediation and
Recovery (SAM) (http://www.epa.gov/homeland-securitv-research/sam).
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Uranium
1 gram
Method is capable of achieving a method uncertainty of 1.9 pCi/g (0.070
Bq/g) at an AAL of 14.7 pCi/g (0.54 Bq/g).
Radium-226
1 gram
Method is suited for low-level measurements using alpha spectrometry
and is capable of satisfying a method uncertainty of 0.83 pCi/g (0.031
Bq/g) at an AAL of 6.41 pCi/g (0.24 Bq/g).
Strontium-90
1.5 gram
Method is capable of satisfying a method uncertainty of 0.31 pCi/g
(0.011 Bq/g) at an AAL of 2.4 pCi/g (0.089 Bq/g).
Table 2. Sample Sizes Based on Rapid Methods for Asphalt Shingles
Target
Sample
Size
Rapid Building Material Method - Stated Method MQOs
Americium-241
25 g*
Method is capable of meeting a required uncertainty of 0.194 pCi/g
(0.0072 Bq/g) at and below the AAL of 1.495 pCi/g (0.055 Bq/g) for a
500-minute counting time and a 1-g ash sample of the ~25-g sample.
Plutonium-238,
239/240
25 g*
Method is capable of meeting a required uncertainty of 0.23 pCi/g
(0.0085 Bq/g) at and below the AAL of 1.803 pCi/g (0.067 Bq/g) for a
500-minute counting time and a 1-g ash sample of the ~25-g sample.
Uranium
25 g*
Method is capable of meeting a required uncertainty of ~1.6 pCi/g (0.059
Bq/g) at and below the AAL of 12.0 pCi/g (0.44 Bq/g) for a 500-minute
counting time and a 1-g ash sample of the ~25-g sample.
Radium-226
25 g*
Method is capable of meeting a required uncertainty of 0.34 pCi/g
(0.013 Bq/g) at and below the AAL of 2.613 pCi/g (0.097 Bq/g) for a
1000-minute counting time and a 1 - 1.5-g ash sample of the ~25-g
sample.
Strontium-90
25 g*
Method is capable of meeting a required uncertainty of0.61 pCi/g (0.023
Bq/g) at and below the AAL of 4.702 pCi/g (0.17 Bq/g) for a 100-minute
counting time and a 1 - 1.5-g ash sample of the ~25-g sample.
AAL-Analytical action level
* Asphalt shingle procedures start with ashing 25 grams of material, to obtain a 1-1.5-gram ash sample aliquant.
1.2. Precautions and Limitations
1.2.1 General Precautions and Limitations
a. ALL Personal Protective Equipment (PPE) is to be donned, worn, and properly
disposed of during the sampling event.
Improper use of the PPE can result in contamination of or injury to the
individual.
Improper use of the PPE may result in the spread of contamination beyond
the incident sampling site.
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b. If possible, collect samples from a relatively open area. Unless otherwise
instructed in the SCP, samples should not be taken from areas located under
trees or large growths of vegetation. These features can prevent surface
deposition and can act as absorbers of deposited material.
c. Avoid contacting equipment and materials with any contaminated or
potentially contaminated surface. Use a plastic bag to cover the surface and
place materials onto the plastic bag or sheeting. This practice reduces
carryover, contamination, and exposure.
d. Note locations and landmarks in the Field Logbook. Any information that can
be used to clearly ascertain the position of a sample location is important.
Clearly mark the sampled surfaces with fluorescent paint, a pin flag or a
wooden or metal stake. The mark should include the sample location
identification number. Document the site with photographs, if appropriate.
For horizontal surfaces, GPS coordinates can be used to specify an exact
sampling point.
e. Always refer to the instructions provided in the SCP or by the Field Team
Leader prior to taking any samples. In addition, the operator's manual for
each sampling device should be reviewed for specific operating instructions
and safety recommendations.
f. Building materials can contain asbestos, and paint on painted surfaces can
contain lead. Asbestos, asbestos products and lead present health risks to
those with whom they come into contact. In addition to other precautions,
when working with materials containing asbestos or lead, minimize air-borne
particulates or use a vacuum system to collect any particulates that are
generated during sample collection.
g. Contamination of samples is a particular concern due to the procedures used
for collection of building and infrastructure materials. The use of drills,
hammers, grinders, etc. tends to generate significant dust which can cause
cross contamination. It is highly recommended that a vacuum system and/or
shield be used during sample collection to minimize contamination.
h. The collection of building and infrastructure materials often involves the use of
heavy machinery such as scabblers, grinders, saws, hammers and drills. The
following are safety and health concerns that should be considered when
operating heavy machinery:
Tripping hazards - Electric cords, air lines, and vacuum hoses needed to
operate the equipment are tripping hazards. The need for stringent
housekeeping should be evaluated.
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Electrical hazards - Generators and electric cords necessary to operate
the equipment can present electrical hazards. The need for ground fault
circuit interrupters, grounding, and strain relief should be evaluated.
Sampling locations should be checked for live electrical wiring near the
cutting area or in the material to be sampled.
Dust - Most of the sampling equipment will generate dust or air-borne
particulates which can contaminate other samples or pose a health risk to
sample collectors. It is recommended that a vacuum system and/or shield
be used to collect dust that is generated during sample collection. At a
minimum, sample collectors should use respiration PPE such as a
respirator or dust mask that can filter out microscopic particles.
Noise - Some of the sampling machinery will generate noise at damaging
decibel levels. The use of hearing protection such as ear plugs or ear
muffs is strongly recommended. Due to the noise generated during
operation, communication can be difficult. Personnel working in the area
should be knowledgeable and proficient in the use of hand signals.
Fumes - Exposure to diesel fumes should be taken into consideration
when a diesel engine is used to operate ancillary equipment such as an air
compressor.
Vibrations -Sampling equipment such as scabblers and hammers can
generate vibrations sufficient to cause bodily harm. It is strongly
recommended that anti-vibration PPE such as gloves, shoe insoles and
matting be used when possible. Also, machine handles should not be
placed against other parts of the body during operation.
i. If possible, damaged or otherwise unusable equipment, equipment
accessories and packaging material should be recycled.
j. Environmentally hazardous drill dusts (depending on the material to be drilled)
must be completely extracted and disposed of in compliance with local
regulations. Contaminated cooling water (depending on the material to be
drilled) must be collected and disposed of in compliance with federal, state
and local regulations.
1.2.2 Collection of Concrete (ASTM, 2007; ASTM 2013a), Brick (ASTM, 2012 and 2013C),
Limestone (ASTM, 2013b; U.S. GSA, 2012) Granite (Anderson, 2012), Stucco (ASTM,
2012) and Asphalt (Swiertz, 2010; ASTM, 2014; wikiHow) Samples
a. Building and infrastructure material samples require minimal preparation in
the field and are not preserved.
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b. Samples can be collected by drilling, chiseling, sawing, shaving, scabbling,
needle scaling or hammering. The collection procedure will depend on the
sample location (pavement vs. wall). Factors such as noise, vibrations, and
dust and debris generation should be considered when deciding on a sampling
technique.
c. Samples can be comprised of bulk pieces, cores, cuttings, chips and/or
particulates. The equipment used to collect discrete samples will depend
upon the type of material encountered. Therefore, various sampling tools
should be available. Refer to Module I, Section 2.0 (Equipment and Materials)
and Appendix A1 (Sampling Equipment) for information regarding sampling
equipment.
d. If directed in the SCP, paint may need to be physically removed from the
matrix surface prior to sample collection. Containers for paint samples are
generally the same as those recommended for soil samples (e.g., 250 milliliter
[mL] Nalgene plastic bottles).
1.2.3 Collection of Paint from Painted Surfaces (EC-CND, 2009; NYSDOH, 2013)
a. Check the SCP to determine whether paint needs to be removed from
surfaces and collected for determination of lead content. If paint needs to be
tested for the presence of lead, use one of the following techniques for paint
removal:
Wire brushing or wet hand scraping with the aid of a non-flammable
solvent or abrasive compound. It is important for workers to use personal
protective equipment, such as gloves, safety glasses and disposable
coveralls when using some paint removers.
Wet hand sanding and/or power sanding with high-efficiency particulate
air (HEPA) filters. Only wet hand sanding and/or an electric sander
equipped with a HEPA filtered vacuum attachment should be used. Dry
hand sanding should never be done.
Heat stripping, using a low temperature (below 593.3 ฐC [1100 ฐF]) heat
gun, followed by hand scraping.
b. Transfer the sample to an appropriate sample container (see Appendix A3).
Refer to ASTM International (ASTM) D3618 (ASTM, 2010) for the analytical
method to detect lead in paint.
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2.0 Equipment and Materials
NOTE: The equipment and materials used for sample collection will depend on the type and
construction of the building or infrastructure material to be sampled. Refer to Module I,
Section 2.0 and Appendices A1 through A6, and Appendix D for information supporting
equipment selection.
All sampling equipment and PPE are to be pre-staged and available prior to entering a sampling
area. The sampling team is to set up a step-off pad at the entrance to the survey point, and to
don appropriate PPE prior to entering the area. Personnel outside of the area may hand
materials to, and retrieve materials from, personnel in the area using appropriate contamination
control techniques. All steps that will reduce the time in the area, such as pre-writing of labels
or sample containers, are to be used to minimize exposure.
If collecting samples from multiple locations, avoid cross-contamination by decontaminating all
sampling tools and equipment before sampling at each location. If the sampler's gloves come in
contact with the sampled material during sampling, gloves should also be changed prior to
collecting samples at each location.
NOTE: Collection of outdoor building and infrastructure materials requires the use of
manual and/or power tools for physical removal of samples. In many cases, powerful tools
and equipment similar to those used for decontamination are used for sample collection,
and specific skills, training and precautions may be required. In all cases, user manuals
should be consulted prior to use of equipment in the field.
3.0 Collection of Surface Area Samples Using Swipes
Swipe samples are used to evaluate the extent of contamination of surfaces prior to sample
collection, and in support of Characterization and Final Status Survey Phases. These samples can
be taken from surfaces that are adjacent to sample locations or as part of surface contamination
removal prior to sample collection. Appropriate swipe materials and sizes to be used for the
collection of surface area samples, along with the number of swipes that should be taken, are
selected based on requirements included in the SCP.
Prior to collection of swipe samples, radiation safety personnel within the RPG should take
radiation measurements of all sample locations (see Module 1, Section 1.6.2) according to the
site-specific SCP. To determine the amount of radiation that is from fixed contamination vs.
loose contamination, any debris (loose material that is separate from the material to be
sampled) is removed from the location of sample collection, isolated to prevent cross
contamination and saved for possible analysis.
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3.1. Dry Swipes
3.1.1 Measure or determine by observation the total surface area to be sampled and record
the area on the Field Logbook.
3.1.2 Using a large area swipe, e.g., at most 300 centimeters (cm)2 (47 inches [in.]2), wipe the
surface area in parallel strokes. Place the swipe into a glassine envelope or bag, and
place a sample label on the envelope or bag.
3.1.3 Using a smaller area swipe (e.g., 100 cm2 [16 in.2]) disc or square, wipe the surface in
one continuous stroke of approximately 40 cm (16 in.) in length , or a 10 x 10 cm (4 x 4
in.) square area, so that an area of approximately 100 cm2 is sampled. An "S" pattern,
or moving from one edge to the other without overlap, is the preferred method. Place
the swipe into a glassine envelope or bag, and place a sample label on the envelope or
bag.
3.1.4 Proceed with Module II, Section 3.4 (Swipe Handling).
3.2. Wet Swipes (for tritium sampling)
3.2.1. Measure or determine by observation the total surface area to be sampled, and record
the area on the Field Logbook.
3.2.2. Dampen either a large- or small-area swipe with the solvent prescribed by the SCP. DO
NOT soak the swipe. If necessary, allow the swipe to dry slightly before use.
3.2.3. If a volatile solvent is used, proceed with speed to prevent evaporation of the solvent.
3.2.4 Wipe the area per the procedures described in Module II, Section 3.1 (Dry Swipes) for
either large area or small area swipes.
3.2.5 Proceed with Module II, Section 3.4 (Swipe Handling).
3.3. Tape Swipes
In some cases, tape swipes may be collected for field screening to identify the presence of hot
particles, and are not intended for transport to and analysis in the laboratory. When analyzed
for radioactivity, the glue side of the tape must face the detector, because the paper backing of
the tape will attenuate any alpha particles. Measure or determine by observation the total
surface area to be sampled, and record the area on the Field Logbook.
3.3.1. Create a tape swipe by laying successive strips of 5 cm (2 in.) duct tape sufficient to
collect an area of 100 cm2 (16 in.2) or less. The edges of the tape should be folded
over or covered with tape to prevent them from sticking to the surface of the object.
This procedure will create a "picture frame" around the actual sample.
3.3.2. Lay the tape swipe on the surface to be sampled and press down over the sample
area.
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3.3.3 Carefully remove the tape and cover the exposed area with a piece of plain paper.
3.3.4 Place the swipe in a plastic bag or envelope. A sample label is to be placed on the bag
or envelope.
3.3.5 Proceed with Module II, Section 3.4 (Swipe Handling).
4. Swipe Handling
3.4.1 Exit the sampling area using proper techniques to minimize the spread of
contamination.
3.4.2 Record the required information on the Field Logbook, Field Sample Tracking Form,
and the sample label(s). Include the following information at a minimum:
. SIC
Time and date sample collected
Sample location
Sample area collected
Percent of total area (calculated from surface area recorded in the Field
Logbook)
Sample collector's initials
3.4.3 Place a sample label on the container.
3.4.4 Once outside of the area and back at an appropriate location, process the sample for
direct reading by radiation protection personnel or, if required in the SCP, for
transport to a radiochemistry laboratory per the requirements of Module I, Section
7.0 (Sample Packaging and Transport).
0 Building Material Sample Collection Technologies/Methodologies
1. General Considerations
4.1.1 Sample collectors are to refer to the site-specific SCP to determine the type, amount
and location (including depth) of samples to be collected. If not already specified, use
this information to select the sample collection equipment that will be used.
4.1.2 The removal technique will depend on the sample location, material type and
equipment available. The most common surface removal techniques for building
materials with hard surfaces include chip sampling using manual chisels, hole drills, or
saws and scarifying techniques using heavier machinery. Scarifiers physically abrade
both coated and uncoated concrete surfaces, removing the top layers down to the
depth of sound and uncontaminated surfaces. The sampling equipment used in
scarifying tends to be hydraulic, pneumatic, electric, or diesel powered heavy
machinery; however, hand-held versions are also available. Scarifying techniques
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include needle scaling, scabbling, shaving, hydraulic/pneumatic hammering. Each
technique has its advantages and disadvantages (see Appendix A2).
4.1.3 All techniques should be accompanied by a dust collection procedure, to minimize
cross-contamination.
4.1.4 In some cases, sample material may need to be collected from structures that are
considered to be of significant value or importance (e.g., historical structures or
monuments). In these cases, sample collectors should make attempts to cause
minimal damage while still meeting requirements included in the site-specific SCP.
4.2. Chip Sampling (Jannik, 2007; Los Alamos, 2008)
4.2.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.2.2 Using a chisel, drill, hole saw, or similar tool, collect sample to a depth of ~3/8 in. (0.4
cm), or to an alternate depth specified in the SCP. As long as the minimum required
amount of sample is collected, the chips may be of any convenient size, unless
otherwise specified in the SCP.
NOTE: If collecting multiple samples using this method, avoid cross-contamination
by decontaminating all sampling tools prior to collecting the next sample.
4.2.3 Transfer the collected sample to an appropriate sample container (see Appendix A3).
Proceed to Module II, Section 12.0 for sample handling.
4.3. Drilling (by hand, hammer drill or rotary hammer drill) (Archibald, 1995; CP Pneumatic, 2012; CS
Unitek, Inc, 2008; Los Alamos, 2008)
4.3.1 A simple, cost effective method for sampling building material surfaces such as
concrete, brick, limestone, granite, or stucco, involves use of a hand drill or rotary
hammer drill and a 13-millimeter (mm) (0.5-in.) diameter (or larger) drill bit. Samples
are generated as drill powder that is collected at various depths.
4.3.2 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.3.3 Drill shallow holes of approximately 6 mm (0.25 in.) in depth. The number of holes
drilled depends on the amount of sample required. If contamination is suspected at
deeper depths, drill deeper holes. Drill cuttings and particulates should be collected
separately at each depth. Clean the drill bit after collection of sample from each
depth to prevent cross contamination.
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NOTE: Drill cuttings are deposited on the surface by the drilling equipment. Many
drills use compressed air to blow the drill cuttings out of the drill hole. These
cuttings collect on the surface in a circular mound surrounding the hole.
Recirculated drill cuttings are produced from another type of drilling equipment
using compressed air to blow the drill cuttings through the hollow center of
equipment drill steel into a collection chamber. Empty this chamber at intervals
specified in the SCP.
4.3.4 Place the samples from each depth into separate appropriate sample containers (see
Appendix A3). Proceed to Module II, Section 12.0 for sample handling.
4.4. Core Drilling (Byrne, 2008; Chicago Pneumatic, 2012; CSIR, 2002; CS Unitec, 2008; EC-CND,
2009)
4.4.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.4.2 Place the core drill and drill bit in position. A 16 mm (5/8 in.) diamond drill bit is
recommended; however, the drill bit size will depend on the sampling requirements
and or thickness of the material.
4.4.3 Let down the bit until it rests on the surface and then adjust it so that it is exactly
perpendicular to the surface.
4.4.4 Connect a water supply to the drill, turn on the water supply and start drilling. Apply a
steady pressure to the core barrel. The rate at which the drill penetrates the material
will depend on the hardness of the material and on the condition of the bit. The rate
should be controlled so that the drill does not lose speed but also does not turn too
fast. If the drill bit jams, release the throttle handle and any axial pressure on the core
drill, gradually turn the throttle handle and re-apply axial pressure when the drill bit is
rotating again. Check regularly that the drill is well lubricated and there is sufficient
water flushing. The water supply must be under sufficient pressure to wash out the
borings and cool the bit. Remove the core barrel from the hole every few minutes to
ensure that drill cuttings do not interfere with collection of the core sample. If
instructed in the SCP, these drill cuttings can be collected as part of the sample, in
addition to the core.
4.4.5 As soon as the core depth has been reached, withdraw the drill slowly while it is still
turning. If the core comes away with the barrel, remove it carefully by tapping the
sides of the barrel with a hammer until it drops out. If the core remains in the hole,
carefully loosen it by inserting a suitable lever into the drill groove and wiggling the
core free.
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4.4.6 Tightly wrap the core in aluminum foil, then place it into a large plastic zip-locking bag.
If the core has sharp edges, trim the edges using a concrete saw. After sealing the
bag, attach a sample label and custody seal and immediately place into an appropriate
sample container (see Appendix A3). Proceed to Module II, Section 12.0 for sample
handling.
4.5. Needle Scaling (Archibald, 1995; Trelawny SPT Limited, 2009)
4.5.1 Maintain contact with the work surface with sufficient pressure to keep the tool from
bouncing. Excessive pressure can prevent the tool from working to its full capacity.
Do not allow the tool to run continuously when it is not in contact with the material
surface.
4.5.2 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.5.3 Place a flat surface shroud on the needle gun. To operate the tool, pull the throttle
lever towards the handle and then apply the needles to the material surface. Do not
place the needles on the surface before pulling the throttle, as it will result in the tool
bouncing off the surface.
4.5.4 Scale the surface until the needle scaler has passed over the entire area that
comprises a sample. Check the SCP to determine the depth that needs to be sampled.
The needle scaler will remove approximately 2 mm (1/16 in.) per pass. Perform
additional passes if sample is required from deeper depths.
4.5.5 Once the surface comprising a sample has been scabbled, turn off the scabbier by
releasing the throttle lever.
4.5.6 Tranfer the collected particulates into an appropriate sample container (see Appendix
A3). Proceed to Module II, Section 12.0 for sample handling.
4.6. Sawing (Power or Chainsaw) (Chicago Pneumatic, 2013a; CS Unitec, 2003)
4.6.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.6.2 Outline the cutting area with a permanent marker for a visual guide. Cut the bottom
of the opening first, then the top, and then the sides. Save the easiest cut for last.
Take actions to secure the cut portion in place, to ensure it cannot fall and injure the
sample collector or bystanders.
4.6.3 Always operate a diamond chainsaw at full throttle. Apply enough feed force so that
the free running RPM drops 20 to 30%. If too much force is applied, the saw will lug
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or stall and the chain will not have enough speed to cut effectively. If too little force is
applied, the diamonds will skid and glaze over.
4.6.4 For straight cuts use the "step cut" method. First, score the entire cut line with the
nose of the bar approximately 12 mm (0.5 in.) to 25 mm (1 in.) deep. Next, deepen
the cut by about 55 mm (2 in.); this groove will help guide the bar. Then plunge all the
way through and complete the cut.
4.6.5 A lever system (e.g., Wallwalkerฎ lever system [Acme Tools, Grand Forks, N.D.], or
equivalent) can be used to cut efficiently and reduce user fatigue. The system
converts inward force to downward force and gives a 4-to-l mechanical advantage.
To use correctly, plunge the saw into the wall, engage the point of the lever system
into the cut and push straight in. The lever system will force the saw to feed down.
Apply an upward force on the trigger handle to keep the lever system engaged
properly, otherwise the pick will skid, which will reduce the effectiveness. When the
lever system bottoms out, pull the saw out of the cut a few inches and allow the
system to spring back into its starting position.
4.6.6 Once the sample has been cut, use forceps (if necessary) to remove if from the
material. Then transfer the sample to an appropriate sample container (see Appendix
A3). Proceed to Module II, Section 12.0 for sample handling.
4.7. Sawing (Circular) (Chicago Pneumatic, 2013a)
4.7.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.7.2 Outline the cutting area with a permanent marker for a visual guide. Cut the bottom
of the opening first, then the top, and then the sides. Save the easiest cut for last.
Take actions to secure the cut portion in place, to ensure it cannot fall and injure the
sample collector or bystanders.
4.7.3 Before starting the circular saw, stand in such a way that the body is clear of the
cutting attachment and hold the concrete saw firmly with both hands. Avoid standing
in direct line with the blade.
4.7.4 Check that the blade is not in contact with anything when the saw is started. Then,
without forcing the blade, ease it into the material being cut. Start cutting with the
saw running at maximum speed, and move the blade slowly back and forth, using a
small part of the blade's cutting edge. If the saw has a blade guard, adjust it so that
the rear section is flush with the work piece. Sparks, dust and cut material are
collected by the guard and led away from the operator.
4.7.5 To avoid pinching, support the work piece so that the cut remains open during
operation.
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4.7.6 Once the sample has been cut and removed (using forceps, if necessary), transfer it to
an appropriate sample container (see Appendix A3). Proceed to Module II, Section
12.0 for sample handling.
8. Sawing (Cutoff) (Chicago Pneumatic, 2013b)
4.8.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.8.2 Outline the cutting area with a permanent marker for a visual guide. Cut the bottom
of the opening first, then the top, and then the sides. Save the easiest cut for last.
Take actions to secure the cut portion in place, to ensure it cannot fall and injure the
sample collector or bystanders.
4.8.3 Activate the water supply or the dust collector, if they are being used. Place the cut-
off saw at a right angle to the surface to be cut and activate the trigger.
NOTE: Always hold the machine in a firm grip with both hands with the thumbs
and fingers around the handles. Stand in a stable position with your feet well away
from the cutting blade. Check that the cutting blade is not in contact with anything
when the machine is started. Never cut at a speed that is higher than the
maximum speed that is marked on the blade.
4.8.4 Start cutting smoothly, allowing the machine to work without forcing or pressing in
the blade.
4.8.5 Move the blade slowly back and forth to achieve a small contact area between the
blade and the material to be cut.
4.8.6 Feed the machine down in line with the blade. The cutting blade guard must be
adjusted so that the rear section is in line with the work piece. Splinters and sparks
from the material being cut are then collected by the guard and led away from the
operator. If the cutting blade gets jammed in a cut, shut off the grinder and ease the
wheel free.
4.8.7 Once the sample has been removed (using forceps if necessary), transfer it to an
appropriate sample container (see Appendix A3). Proceed to Module II, Section 12.0
for sample handling.
9. Sawing (Diamond wire) (Hilti, 2012; Husqvarna, 2006; Tractive AB 2012)
4.9.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.9.2 Outline the cutting area with a permanent marker for a visual guide. The bottom of
the opening should be cut first, then the top, and then the sides, saving the easiest cut
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for last. Take actions to secure the cut portion in place, to ensure it cannot fall and
injure the sample collector or bystanders.
4.9.3 To use the saw, turn on the water supply, then turn on the electric motor. Use the
instrument controls (see manufacturer's instructions) to ensure there is slight tension
in the diamond wire. Use the potentiometer to start the drive wheel motor slowly
and, at the same time, adjust the advance speed control knob to maintain or increase
tension. As soon as the saw is running correctly, the speed of the drive wheel can be
increased to maximum by adjusting the potentiometer. A visible indication of correct
tension is provided by the wire tensioning arm. Make sure the saw is operating at the
manufacturer's recommended pressure to achieve optimum performance without
excessive strain on the diamond wire. WARNING: The wire needs to be cooled with
water at all times to prevent damage; readjust the water supply, if necessary, making
sure the instrument is off while doing so. Also, readjust the pressure if necessary.
4.9.4 Once the sample has been cut and removed (using forceps, if necessary), transfer to
an appropriate sample container (see Appendix A3). Proceed to Module II, Section
12.0 for sample handling.
4.10. Scabbling (Archibald, 1995; Pentek, 1997; EC-CND, 2009)
4.10.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.10.2 Place the scabbier onto the surface of the material to be sampled.
4.10.3 Turn on the scabbier and remove surface layers by slowly moving the scabbier in a
circular motion across the entire surface to sampled. Continue until about 3 mm (1/8
in.) has been removed. If the SCP calls for deeper sampling, continue this procedure
until the appropriate depth has been scabbled.
4.10.4 Collect the particles generated, and transfer the sample into an appropriate sample
container (see Appendix A3). Proceed to Module II, Section 12.0 for sample handling.
4.11. Shaving and Grinding (CS Unitec, 2006; Dickerson, 1995; EC-CND, 2009; U.S. Department of
Energy, 1998)
4.11.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.11.2 Connect the power cords to a power source, and perform a system check to verify
that all of the components are operating.
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4.11.3 Switch the machine on and place it carefully on the surface to be sampled. Hold the
tool with both hands and work with circular (grinders) or linear (shavers) movements.
For best working results, do not apply too much pressure. All other areas should be
accessed with the dust guard in place.
4.11.4 Continue this procedure until the appropriate depth has been shaved.
4.11.5 Collect the particles generated, and transfer the sample into an appropriate sample
container (see Appendix A3). Proceed to Module II, Section 12.0 for sample handling.
4.12. Hydraulic/Pneumatic Hammering
NOTE: Avoid operating on extremely hard materials (e.g., granite and reinforcing iron [re-
bar]) which would cause substantial vibrations.
Check regularly that the machine is well lubricated. When the machine is lifted, the start and
stop device must not be activated. Any form of idling, operating without insertion tool or
operating with an uplifted machine must be avoided. Hold the inserted tool firmly against the
work surface before starting the machine. Let the machine do the work; do not press too hard.
4.12.1 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
4.12.2 Press the machine against the working surface before turning it on.
4.12.3 Start the machine by squeezing the trigger while firmly holding the handle.
4.12.4 Start hammering at such a distance from the edge that the machine is capable of
breaking the material without levering. Never try to break off large pieces. Adjust the
breaking distance so that the inserted tool does not get stuck.
4.12.5 Once the sample has been removed from the surface, stop the machine by releasing
the trigger.
4.12.6 Collect the sample pieces (rubble) generated, and transfer the sample to an
appropriate container (see Appendix A3). Proceed to Module II, Section 12.0 for
sample handling.
5.0 Collection of Concrete Samples
Experiences at nuclear plant decommissioning sites indicate that contamination is typically
confined to within 3 mm (~l/8 in.) of concrete surfaces (Sato, 2014). An exception is where
cracks or joints are present. Other studies detected certain radionuclides (cesium [Cs]-137 and
strontium [Sr]-90) in the entire 50 mm (2 in.) concrete core sampled, although over 90% of the
radionuclides were present within the first 5 mm (0.2 in.) (Farfan, 2011). Therefore it is
recommended that a minimum sample depth of 50 mm (2 in.) be collected in cases where Cs or
Sr are known or expected to be present. If possible, take the initial 5 mm (0.2 in.) as one sample,
and the remaining 45 mm (1.8 in.) as a second sample to more adequately characterize the Cs
and Sr distributions.
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5.1. Concrete Walls
Check the SCP for the sampling technique required to sample concrete walls and refer to the
appropriate sampling procedure in Module II, Sections 4.2 - 4.12.
5.2. Horizontal Concrete Surfaces (e.g., walkways, parking lots, driveways, roads)
Check the SCP for the appropriate sampling technique required to sample horizontal concrete
surfaces (e.g., walkways, parking lots, driveways, roads) and refer to the required sampling
procedure in Sections 4.2 - 4.12.
NOTE: The equipment used should be appropriate for sampling perpendicular to the
5.3. Concrete Sample Handling
Concrete samples will be in the form of particles, cores, rubble or bulk pieces. Refer to
Appendix A3 for the appropriate sample container and Module II, Section 12.0 for
sample handling procedures.
6.0 Collection of Brick Samples
6.1. General Considerations
Bricks will be sampled as whole brick or broken pieces, depending on the condition of the
sample location. The type of sample preparation performed by the laboratory will be
determined upon the laboratory's assessment of the type of brick (e.g., clay fired versus
concrete). However, most types of brick should be amenable to use of the preparation
procedures described in the SAM methods (U.S. EPA, 2012a). The techniques will generally
exclude faux brick material which may be classified as shingles, depending on the exact
composition. Mortar between bricks will be sampled as it adheres to the sampled bricks or
as designated by the site-specific sample collection plan.
6.2. Brick Walls
6.2.1 Check the SCP for the appropriate sampling technique required to sample brick walls
and refer to the required sampling procedure in Module II, Sections 4.2 - 4.12.
6.2.2 Remove any foreign material (e.g., dust, debris) that is not part of the sample material
to be collected from the sampling location by brushing or wiping (see Module II,
Section 3.0).
6.2.3 Samples from brick walls with a nominal thickness of 100 mm (4 in.) are normally
removed with a power-driven circular saw with a diamond-tipped blade having a
diameter of 300 to 350 mm (12 to 14 in.) (See Module II, Section 4.7). Rough ends of
the brick tile can be sawed off by concrete saw (Module II, Sections 4.6 - 4.8) to
achieve a smooth end which will facilitate sample transport.
6.3. Outdoor Brick Surfaces (e.g., walkways, roads, driveways)
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Check the SCP for the appropriate sampling technique required to sample brick walls and refer
to the required sampling procedure in Module II, Section 4.0.
6.4. Painted Surfaces
Check the SCP to determine whether lead determination is in the painted surface is required. If
lead is to be determined, refer to Module II, Section 1.2.3 for procedures on paint removal.
6.5. Brick Sample Handling
Brick samples will be in the form of whole bricks or pieces of whole bricks. For larger pieces, the
outward facing side should be noted on the sample. If project data quality objectives (DQOs)
specify that brick and binding materials (mortar, cement, grout) should be analyzed separately,
these matrices should be separated in the field or laboratory prior to analysis. Refer to
Appendix A3 for the appropriate sample container and Module II, Section 12.0 for sample
handling procedures.
7.0 Collection of Limestone Samples
7.1. General Considerations
Limestone can vary greatly in texture and porosity, and is widely used in architectural
applications for walls, decorative trim and veneer (U.S. GSA, 2012). It is less frequently used as a
sculptural material, because of its porousity and softness, however, it is a common base
material. It may be found in both bearing (structural) and veneer applications and is also used
as an aggregate for the base of roads. Its softness makes it relatively easy to cut or drill.
Limestone samples will be in the form of chunks, bores or rubble.
7.2. Limestone Sample Collection
Limestone is normally sampled by hand drilling (Module II, Section 4.3) or core drilling (Module
II, Section 4.4.); however, its softness makes it easy to chip (Module II, Section 4.2) or saw cut
(Module II, 4.6 - 4.8). If project DQOs specify that limestone and binding materials (mortar,
cement, grout) should be analyzed separately, these matrices should be separated in the field or
laboratory prior to analysis. Check the SCP for the appropriate sampling technique required to
limestone and refer to the required sampling procedure in Module II, Sections 4.2 - 4.12.
7.3. Limestone Sample Handling
Once the sample has been collected, transfer it to an appropriate container (see Appendix A3).
Proceed to Module II, Section 12.0 for sample handling.
8.0 Collection of Granite Samples
8.1. General Considerations
It is important to distinguish whether the granite is polished or unpolished. Polished granite is
not permeable; therefore, unless crack or crevices are visible, all radiological contamination is
expected to be located only on the surface. In this case, surface sampling techniques such as
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swiping5 or scabbling only a thin layer of the surface are recommended (see Module II, Section
4.10).
8.2. Granite Sample Collection
Granite is normally cut using circular saws (Module II, Section 4.7), cut off saws (Module II,
Section 4.8) or hand grinders (Module II, Section 4.11). If project DQOs specify that granite and
binding materials (mortar, cement, grout) should be analyzed separately, these matrices should
be separated in the field or laboratory prior to analysis. Check the SCP for the technique
required to sample granite and refer to the required sampling procedure in Module II, Section
4.2 - 4.12. Prior to sample collection, remove any foreign material (e.g., dust, debris) that is not
part of the sample material to be collected from the sampling location by brushing or wiping
(see Module II, Section 3.0).
8.2.1 Circular and Cut Off Saw (Anderson, 2012)
Water cooling is recommended if cutting granite with a circular saw to keep the blade
from overheating. Granite tile can be cut dry. Cutting granite will produce a lot of
dust; therefore it is recommended that the appropriate respiratory PPE (Appendix A6)
be worn during cutting. All granite edges chip out due to vibration, especially if using
a circular saw. This vibration leads to the blade jogging loose imperfections in the
edge of the cut. Cover the cut edge with masking tape or duct tape before you cut to
help hold the cut edge together and avoid large fragments chunking off.
8.2.2 Hand Grinder (Desiel, 2014)
The hand grinder must be water cooled when cutting to avoid cracking the granite.
Before beginning the cut, lay masking tape along the cut line and trace the line on the
tape. This practice prevents losing site of the cut line. Set a bucket of water nearby,
soak a sponge in the water and allow it to weep onto the stone to prevent the blade
from overheating.
8.3. Granite Sample Handling
Granite samples will be in the form of chunks, bores or rubble. Refer to Appendix A3 for the
appropriate sample container and Section 12.0 for sample handling procedures.
9.0 Collection of Asphalt Shingles
9.1. General Considerations
Asphalt shingles may be collected whole or in pieces. Prior to sample collection, remove any
foreign material (e.g., dust, debris) that is not part of the sample material to be collected from
the sampling location by brushing or wiping (see Module II, Section 3.0).
5 Sample Collection Procedures for Radiochemical Analytes in Environmental Matrices, Section 7.0, EPA/600/R-
12/56. July 2012.
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9.2. Asphalt Shingles Collection
9.2.1. Refer to the SCP to determine whether exposed portions of shingles or whole shingles
should be collected.
9.2.2. If removing whole shingles, it is best to remove them during the coolest part of the day
when they are more brittle than moldable. Removing all the shingles is usually done
with a large hay fork, or rake-sized scraper. If only a few shingles are to be removed,
loosen the adhesive under the tabs two rows above the shingles to be removed.
a. Use a pry bar, crow-bar, or the claw of a hammer to get under and carefully pry
up the shingles, separating the adhesive and revealing the nails underneath.
b. Loosen and remove the selected shingles. Loosen the adhesive underneath the
tabs of the shingle, then pull them free. Continue removing the shingles until all
selected shingles have been removed.
9.2.3 If removing exposed portions of shingles, use a razor knife to cut away the exposed
shingle at the drip edge of the overlaying shingle.
9.3 Asphalt Shingles Sample Handling
Refer to Appendix A3 for the appropriate sample container and Module II, Section 12.0 for
sample handling procedures.
10.0 Collection of Asphalt Road Samples
10.1. General Considerations
The specific composition and condition of the asphalt, as well as the compaction method used
to prepare the roadway or pavement, will determine the sampling technique (Swiertz, 2010;
WSDOT SOP 734. 2009). Prior to sample collection, remove any foreign material (e.g., dust,
debris) that is not part of the sample material to be collected from the sampling location by
brushing or wiping (see Module II, Section 3.0).
10.2. Asphalt Road/Driveway Material Collection
10.2.1 Sawing using a chainsaw or core drilling using a core drilling machine are most
commonly used for sampling asphalt road materials. If sawing is used for sample
collection, follow the procedures in Module II, Section 10.2.2 and Module II, Section
4.6. If core drilling using a pavement core drilling machine, follow the procedure in
Module II, Sections 4.4 and 10.2.3. Check the SCP for the appropriate sampling
technique required to sample outdoor asphalt surfaces and refer to the required
sampling procedure in Module II, Section 4.2 - 4.12. Once the asphalt sample has
been collected, transfer to an appropriate sample container (see Appendix A3). Then
proceed to Module II, Section 12.0 for sample handling.
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10.2.2 Sawing (CSIR, 2002)
Blades used in a power saw shall be either hardened metal with embedded diamond
chips or an abrasive blade such as carborundum or similar material. A 300 mm (12 in.)
blade can be used to sample asphalt layers up to 100 mm (4 in.) in thickness. Blades
with larger diameters must be used to collect thicker layers. A source of cooling
water, dry ice, liquid nitrogen, or other cooling material may be needed, but in some
cases, may be omitted when only a single sample is to be obtained. At any time there
is evidence of damage to the edge of a sample due to the generation of heat caused
by friction, a cooling material should be applied to the cutting tool or to the pavement
surface to minimize sample damage. If separation of the pavement courses is
required, separate the courses by cutting them apart with a saw blade while spraying
cooling water on the blade to minimize generation of excessive heat. As an
alternative, separation of two pavement courses can be achieved by striking a swift
heavy blow on a chisel at the point of bonding between the two courses. Separation
by this procedure is more effectively achieved if the sample is cooled below freezing.
10.2.3 Core Drilling (Chicago Pneumatic, 2012; WSDOT SOP 734. 2009)
a- The cutting edge of the core drill bit should be of hardened steel or other
suitable material with diamond chips embedded in the metal cutting edge or
as recommended by the bit manufacturer. Check the SCP for the core
dimensions required for sampling to determine the drill bit size needed.
Typically core drill bits have an inside diameter of 4 in. ฑ 0.25 in. (102 mm ฑ 6
mm) or 6 in. ฑ 0.25 in (152 mm ฑ 6 mm).
b. Place the core drill and core bit over the selected location. Keep the bit
perpendicular to the surface during the coring process.
NOTE: If any portion of the drill shifts during operation, the core may
break or distort. Constant downward pressure should be applied. Too
much pressure or failure to apply constant pressure may cause the bit to
bind or distort the core.
c. Continue the coring operation until the desired depth is achieved. If
necessary, use a retrieval device, such as forceps, to remove the core. Clearly
identify the core's location with a lumber crayon or grease pencil.
NOTE: To ensure that the core will come away easily, it is preferable to
drill to a level of separation between layers (i.e., the level between an
asphalt layer and a gravel layer). If a sample of an asphalt surface overlying
an asphalt base is required, it would be better to drill through both the
surface and the base, and then to separate the two asphalt layers using a
diamond saw.
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10.3. Asphalt Road/Driveway Material Sample Handling
Asphalt road/driveway material samples will be in the form of chunks and cores. If cores are
taken, it is recommended that the ends be trimmed with a saw to avoid damaging the sample
container. Refer to Appendix A3 for the appropriate sample container and Module II, Section
12.0 for sample handling procedures.
11.0 Collection of Stucco Samples
11.1. General Considerations
Stucco or render is a material made of an aggregate, a binder, and water. Traditional stucco is
made of lime, sand, and water. Modern stucco is made of Portland cement, sand, and water.
Stucco is applied wet and hardens to a very dense solid. It is used as decorative coating for walls
and ceilings and as a sculptural and artistic material in architecture. Stucco may be used to
cover less visually appealing construction materials such as metal, concrete, cinder block, or clay
brick and adobe. The appropriate sampling procedure to collect stucco samples will depend on
the following factors:
Whether the wall or surface is completely comprised of stucco or it is a brick wall with
stucco (mortar) keeping the brick layers together.
Whether the stucco material is hard (like Portland cement) or softer (in cases where
lime has been added).
Stucco material samples will be in the form of rubble and chunks.
11.2. Painted Surfaces
Check the SCP to determine whether lead determination of the painted surface is required. If it
is to be identified, refer to Module II, Section 1.2.3 for procedures on paint removal.
11.3. Stucco Material Collection
If the wall is comprised completely of stucco then samples may be collected using a prybar, a
wide cold chisel, or a stiff putty knife with a 76- mm (3-inch) or 100- mm (4-inch) blade. If the
stucco is as hard as Portland cement, refer to the appropriate sampling procedure in Module II,
Section 4.2 - 4.12. If the sample will be comprised of brick as well as stucco, refer to Module II,
Section 6.0 (Collection of Brick Samples). Check the SCP for the appropriate sampling technique
required to sample stucco material from walls.
11.4. Stucco Material Sample Handling
Refer to Appendix A3 for the appropriate sample container and Section 12.0 for sample handling
procedures.
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12.0 Sample Handling
a. Label the sample container.
NOTE: Most of the analytical radiochemistry methods listed in SAM require that
the sample be ground or pulverized. This is to be performed at a laboratory with
the appropriate equipment (i.e., jaw crusher, mechanical pulverizer) and controls
necessary for pulverizing building and infrastructure materials.
b. Weigh the sample(s) or determine the volume based on the container size.
c. Sample containers should be placed in separate zip-locked bags to protect other
containers in case of spillage during transport.
d. Record the required information on the Field Logbook, Field Sample Tracking Form,
and the sample label(s). The following information is to be included at a minimum:
. SIC
Time and date sampled
Sample location
Area sampled
Sample depth
Sample volume or weight collected
piR reading of the sample container
Sample collector's initials
e. Decontaminate the sampling equipment or place it into a bag for decontamination
outside of the sampling area per the requirements of Module I, Section 5.0
(Personnel/Equipment Decontamination).
f. After sample collection, place the sample container securely into a transport container
for transport out of the sampling area.
g. Recover all wastes, placing them in appropriate waste containers for transport out of
the sampling area. Handle wastes per the requirements of Module I, Section 6.0
(Waste Control).
h. Exit the sampling area using proper techniques to minimize the spread of
contamination.
i. Once outside of the area and back at an appropriate location, prepare the sample(s)
for transportation per the requirements of Module I, Section 7.0 (Sample Packaging
and Transport).
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MODULE III - SAMPLING PROCEDURES - FINAL STATUS SURVEY PHASE
1.0 Collection of Samples
1.1. Overview
1.1.1 This module outlines procedures, equipment, and other considerations specific to the
collection of representative samples during the Final Status Survey Phase of sample
collection following a radiological contamination incident. This Final Status Survey
Phase involves collecting samples to support decisions in determining site release.
1.1.2 Samples collected during the Final Status Survey Phase can be assumed to contain
zero to slightly above background levels of radioactive material. For this reason,
specific precautions are needed to ensure samples are not compromised or
contaminated.
1.1.3 During the Final Status Survey, samples can be collected using the same procedures
described in Module II, Sampling Procedures Sections 3.0 and 5.0 - 11.0
(Characterization and Remediation Phases). In most cases, it is likely that samples will
be collected at depths that are closer to the exposed material surfaces; equipment
will be selected with depths in mind. The MQOs are modified for all sample matrices.
Sample collectors will consult the site-specific SCP for requirements and procedures
for collection of samples for the Final Status Survey as these may differ from the site
characterization and remediation phase in number and locations.
1.1.4 A Final Status Survey is performed to demonstrate that residual radioactivity in each
survey unit satisfies the predetermined criteria for site release. The survey provides
data to demonstrate that radiological parameters do not exceed the established
Derived Concentration Guidance Levels (DCGLs). For the Final Status Survey, survey
units represent the fundamental elements for compliance demonstration.
1.1.5 Site surveys of the sampling units dictate the samples required.
a. A scale drawing of each survey unit is prepared and included in the Sample
Collection Plan (SCP), along with the overlying planar reference coordinate
system or grid system (normally the global positioning system [GPS]
coordinates).
Any location within the survey unit is identified by a unique set of
coordinates.
The maximum length (X) and width (Y) dimensions of each survey unit are
determined and included in the SCP.
b. Identifying and documenting a specific location for each field measurement
performed and each sample collected is an important part of a Final Status
Survey to ensure that measurements can be reproduced if necessary. Part of
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this identification is the measurement of radiation levels by hand-held survey
instruments, such as walk-over surveys of the area (building roofs, roads,
parking lots, sidewalks) and direct reading surveys of walls.
1.1.6. The following sample weights, volumes, and requirements have been determined to
be necessary to meet the MQOs in the Final Status Survey Phase of sampling and are
to be the volumes/masses taken unless otherwise specified in the SCP:
~1 kilogram (kg) of building material is to be collected for gamma scans
~100 grams (g) of building material is to be collected for radiochemistry
methods
Discussions with the analytical laboratory will determine if separate additional sample
amounts are needed, or if only one sample is required.
1.2. Precautions and Limitations
1.2.1. Sample collection activities during Final Status Survey Phase sampling may be
observed and/or duplicated for quality control purposes by an independent agency,
from the start of collection through sample packaging, including evaluations of
documentation (both historical and incident-specific).
1.2.2. Although Final Status Survey samples could be considered clean and radiation and
contamination levels should be at or near background levels, personnel are to use
radiation protection precautions. All equipment and materials, as well as areas where
samples are handled, are to be surveyed by radiation protection personnel for
contamination and released prior to unrestricted use.
1.2.3. If, during the sampling process, levels of radiation and contamination are measured
above levels that are allowed or expected in the SCP, STOP sampling and notify the
Field Team Leader prior to continuing sample collection activities.
1.2.4. Survey points are located within a grid, and should be marked using flags, stakes, or
paint markings. These markings must not be disturbed during sample collection.
2.0 Equipment and Materials
NOTE: The equipment and materials used for sample collection will depend on the type and
construction of the building or infrastructure material to be sampled. Refer to Module I,
Section 2.0 and Appendices A1 through A6 for information supporting equipment selection.
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All sampling equipment and PPE are to be pre-staged and available prior to entering a sampling
area. The sampling team is to set up a step-off pad at the entrance to the survey point, and to
don appropriate PPE prior to entering the area. Personnel outside of the area may hand
materials to, and retrieve materials from, personnel in the area using appropriate contamination
control techniques. All steps that will reduce the time in the area, such as pre-writing of labels
or sample containers, are to be used to minimize exposure.
NOTE: Collection of outdoor building and infrastructure materials requires the use of
manual and/or power tools for physical removal of samples. In many cases, powerful tools
and equipment similar to those used for decontamination are used for sample collection,
and specific skills, training and precautions may be required. In all cases, user manuals
should be consulted prior to use of equipment in the field.
3.0 Collection of Outdoor Building and Infrastructure Materials
Sample collection is performed per the procedures and requirements of Module II, Sections 3.0
through 11.0.
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Appendix A: List of Sampling Equipment and Materials
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APPENDIX-A1 Sampling Equipment
Sample Matrix
Sampling Tools
Concrete
Pneumatic scabbier
Grinder (hand-held)
Brick
(pneumatic hand-held or
Shaver (heavy duty or
Limestone
remotely operated or laser)
hand-held, wall or floor)
Granite
Core drill (hand-held;
Hammer (pneumatic,
Stucco
electric or pneumatic)
hydraulic or drive)
Asphalt (road, pavement)
Core drill machine
Tape measure
Rotating coring device
Vacuum System
Stainless-steel drill
Saw (pneumatic concrete,
chainsaw, floor, cut-off or
stainless-steel hole)
Needle scaler
Stainless-steel chisel
Asphalt Shingles
Pry bar
Hammer
Crow bar
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APPENDIX-A2 Sampling Equipment Application Advantages and Disadvantages
Tool
Matrix
Advantage
Disadvantage
Standards
Building Material Sampling Equipment
Stainless-
steel chisel
Concrete
Brick
Limestone Granite
Stucco
Asphalt (road,
pavement)
Cost efficient
Minimal noise and dust
production
Safe technique
Requires minimal training
Time consuming
Difficult with hard surfaces
Difficult to obtain uniform samples
Difficult to collect deep samples
ASTM
C1532/C1532M-12
Stainless-
steel drill
Cost efficient
Minimal noise and dust
production
Safe technique
Requires minimal training
Time consuming
Difficult with hard surfaces
ASTM
C50/C50M-13
ASTM
C67-13a
Stainless-
steel hole
saw
Cost efficient
Minimal noise and dust
production
Safe technique
Requires minimal training
Time consuming
Difficult with hard surfaces
None found
Needle
scalers
Ideal for hard-to-access areas
(e.g., corners, metallic inserts,
pipe penetrations etc.)
Easy to use
High level of vibration
Limited surface area
Dust generation
None found
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Tool
Matrix
Advantage
Disadvantage
Standards
Scabbier
(electric or
pneumatic)
Concrete
Brick
Limestone Granite
Stucco
Asphalt (road,
pavement)
Ideal for sampling thin layers (up
to 15 or 25 mm [0.6 or 1.0
inches])
Especially useful on walls and
ceilings
Suitable for both large open areas
and small areas
Produces large amounts of dust
(use of dust collection systems
highly recommended)
High physical load on operators
due to machine vibration
None found
Paving or
rock breaker
hammer
(hydraulic or
pneumatic)
Can collect thick samples (where
deep contamination is suspected)
Cost efficient
Designed for removing small
pockets of contamination or to
reach areas not otherwise
accessible
Jack-style hammer produces large
amounts of dust
Not recommended for walls
High physical load on operators
due to machine vibration
Causes more damage to surfaces
than other techniques
None found
Chipping
hammer
(pneumatic)
Suitable for hand-held use on
walls and ceilings
Cost efficient
Ideal for collecting samples in
small areas where contamination
may have penetrated several cm
Designed for removing small
pockets of contamination or to
reach areas not otherwise
accessible
Small nail size and heavy weight
make them cumbersome
None found
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Tool
Matrix
Advantage
Disadvantage
Standards
Shaver (wall)
or grinder
Concrete
Brick
Limestone Granite
Stucco
Asphalt (road,
pavement)
Ideal for sampling thin layers
Especially useful for walls and
ceilings
Faster work rate than scabbier
Much less physical load on the
operators due to the absence of
machine vibration
Capable of cutting through bolts
and metal objects
Results in a smooth surface
Generates small quantities of
waste
Installation of the equipment can
be difficult and time consuming
Almost impossible to use wall
shaver in small cells or in cells with
irregular shapes.
None found
Core drill
(hand-held)/
Core drill
machine
Fast technique
Cost efficient
Minimal noise and debris created
Achieves greater depths of cut
than any other technique with the
exception of wire sawing
Can sample in tight spaces
Portable drills may not produce
enough torque to sample all types
of material
Tend to bind if choked with dust,
or if allowed to wander from the
central axis of the hole
Kick-back may be severe under
some conditions
Core often binds inside the hole,
and must be pried out after each
hole is cut
ASTM
C42/C42M
ASTM
C823/C823M -07
ASTM
C50/C50M-13
ASTM
D5361/D5361M-14
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Tool
Matrix
Advantage
Disadvantage
Standards
Rotary
More cost efficient and quicker
Sample is generated as drill
None found
hammer
method than core drilling
powder which needs to be
(hammer
Data quality from the US
collected
drill)
Department of Energy Savannah
River Site (SRS) was better than
traditional deactivation and
decommissioning methods1
Potential contamination issues
with uncollected dust
Concrete
Concrete
Produces minimal waste (powder
Coolants and lubricants needed for
ASTM
(chain or
Brick
or chips)
wet cutting, creating secondary
C67-13a
wire) saw
Limestone Granite
Cost effective
waste
Stucco
Airborne contamination (dust and
ASTM
Asphalt (road,
particulates)
C823/C823M-07
pavement)
Slow procedure
Limited application
May result in collecting too much
sample (past the point of
contamination)
Requires space to operate (1.5 x
2.5 m [5x8 ft.])
Heavy (between 150 and 600 kg)
ASTM D5361/D5361M-
14
ASTM
C42/C42M-13
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Tool
Matrix
Advantage
Disadvantage
Standards
Concrete
(circular) Saw
Best option for precise cutting
Enables flush cuts along walls
Small pieces can be dry cut (no
coolant, therefore no waste)
Short durability of diamond blade
(~15 m2 [~161 ft2] in reinforced
concrete)
Slow cutting for large depths
Preparation requires a lot of time
and effort
Coolants and lubricants are needed
for wet cutting, creating secondary
waste
Airborne contamination (dust and
particulate)
ASTM C1532/C1532M-12
Pry bar
Asphalt shingles
Flat point allows ease of access
below shingles
Not always available
Shorter length provides less
leverage
None found
Crow bar
Longer length provides greater
leverage
Not always available
Some difficulty getting under
shingles due to rounded point
Hammer
Readily available
Difficulty getting under shingles
due to hammer head
Shorter length provides less
leverage
1 Jannik, G.T. and Fledderman, P.D., Sampling and Analysis Protocol. U.S. Department of Energy. WSRC-STI-2007-00077. February 2007.
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APPENDIX-A3 Sampling Containers
Procedure
Vacuum
Attachment
Option
Sample Type Produced
Sample Container1
Surface wipe
-
Swipe
Glassine envelope or plastic bag
Chip sampling
No
Chips, rubble,
particulates
250 mL or larger plastic jars or
sample bottles
Drilling (by hand,
No
Particulates, cuttings
250 mL or larger plastic jars or
hammer drill or rotary
sample bottles
hammer drill)
Core Drilling
No
Core, cuttings
Large zip-locking or plastic bag
with ties, and/or box (steel,
wood, or fiberboard)
Needle Scaling
Yes
Particulates
250 mL or larger plastic jars or
sample bottles
Sawing (Power or
No
Bulk materials, cuttings,
Large plastic bag with ties,
Chainsaw)
particulates
and/or box (steel, wood, or
fiberboard)
Sawing (Circular)
No
Bulk materials, cuttings,
particulates
Large plastic bag with ties,
and/or box (steel, wood, or
fiberboard)
Sawing (Cut off)
No
Bulk materials, cuttings,
particulates
Large plastic bag and/or box
(steel, wood, or fiberboard)
Sawing (Diamond wire)
No
Bulk materials, cuttings,
particulates
Large plastic bag with ties,
and/or box (steel, wood, or
fiberboard)
Scabbling
Yes
Particulates
250 mL or larger plastic jars or
sample bottles
Shaving (Grinding)
Yes
Particulates
250 mL or larger plastic jars or
sample bottles
Hydraulic/Pneumatic
No
Chips, rubble,
Large plastic bag with ties,
Hammering
particulates
and/or box (steel, wood, or
fiberboard)
Decontamination
No
Decontamination rinsate
High density polyethylene
Rinsate
water
(HDPE) bottles, 500 mL or 1 L, or
Cubitainerฎ
1 Samples collected for analysis of tritium contamination should be contained in high density plastic or
glass.
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APPENDIX-A4 Shipping Materials and Packaging
Type
Potential Materials
Cushioning and Packing
Polystyrene foam packing peanuts and pieces
Bubble Wrap
Vermiculite
Absorbents
Vermiculite
Chem-sorb
Industrial Package Type 1
Fiberboard Box or Drum
Plywood or Natural Wood Box or Drum
Plastic Drum or Jerrican
Plastic Cooler
Industrial Package Type 2
Steel Box or Drum
Aluminum Box or Drum
Any Industrial Package Type 2, Type A, or Type B container
Type A
Steel Box or Drum
Type B (U) or (M)
Specific Steel Container
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APPENDIX-A5 Additional Equipment to Consider for Sampling Operations
Additional Sampling Equipment
Item
Item Description
Alternating Current (AC)
Generator
Gasoline powered - 1500 Watts
Aluminum foil
Collecting concrete cores
Antifreeze
Prevent freezing in water lines for air (pneumatic) tools
Bottle
16 ounce (oz) squeeze bottle with nozzle
Brushes
Long handle, scrub or wire
Galvanized, stainless-steel
Brush and dust pan
Bucket
Plastic w/handle - 5 gallon (gal). For carrying tools and materials; can
be used for carrying samples or for equipment decontamination
Digital camera
Chainsaw lever system
Wallwalkerฎ (Acme Tools, Grand Forks, ND) or equivalent (helps
chainsaw cut more efficiently and reduce user fatigue)
Cleaning wipes
Disposable gloves
Drum hand truck
Transport 30- and 55-gal drums
Garden pressure sprayer
or squeeze bottle sprayer
First Aid Kit
Flags
Sample location markers
Flashlight
Forceps
15 cm (6 in.)
Sample frames
Composed of plastic sheeting, and used to delineate sampling areas. 0.5
to 1 m2 (5 to 11 ft2). Opening should be at least 100 cm2 (0.1 ft2)
Funnels
240 mL; 960 mL; plastic
Gasoline containers
5 gal with spark arrest and safety cap closure
GPS Unit
Hand held; Preferably able to tie into the radiation detection equipment
for logging sample radiation readings at location
Hose and water supply
For coring drill, hand grinder, and certain saws (cut off, circular and
diamond wire)
Labels
Labels and markings for required shipping and samples
Ladder
6 ft and 10 ft
Lubricant
Tool oil or mineral oil for air (pneumatic) tool lubrication
Spray paint
Fluorescent
Pens and Markers
Indelible; Water proof; Black and Red
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Additional Sampling Equipment
Item
Item Description
Plastic Bags
(Non-sealable) 15, 30, and 55 gal for general wastes
(Non-sealable) 15, 30, and 55 gal for contaminated wastes
Plastic Sheeting
Preferably in a large roll (6.1 m x 10.1 m [20 ft x 33.3 ft])
Powdered Detergent
Alconox 'cleaner (Alconox, Inc., White Plains, NY) or equivalent (heavy
duty, concentrated detergent)
Rope - Nylon
White - 1.0 cm and 1.3 cm (3/8 in. and 1/2 in.); nylon or weatherproof
cotton
Rope - Nylon
Yellow and Magenta; 1.0 cm (3/8 in.)
Salvage and Over Pack
Drums
Screw drivers
Flat and Philips head; small and large
Shielding material
Sheet steel, plywood, lead blankets and bricks
Sieves
Stainless steel Number (No.) 4 (100 mm mesh [3.9 in.])
Signs
Yellow and Magenta for radiation work
Red, White, and Black for safety concerns
Blue and White for entry and other instruction
Soap and Cleansers
Spill Kit
Stakes
Wooden construction
Stakes w/ flag
Wire with flag for marking
Step-off pads
Yellow and Magenta for radiation work
Tape
Yellow and Magenta for radiation work
Tape
Duct tape; Packing Tape; 5.1 cm and 7.6 cm (2 in. and 3 in.) wide
Tape measure
15.2- 61.0 m (50-200 ft) preferably with metric scale as well
Trash bags and ties
Tripod
For mounting air samplers
Tripod
For retrieving material from pits or excavations
Utility Carts
Vacuum (VAC) System
HEPA filtered; attachable to sampling equipment (e.g., VAC-PACฎ HEPA-
filtered waste collection unit [Pentek, Inc., Upper Saddle River, NJ] or
equivalent)
Wash tub
Weigh scale
Hanging pull type; kg with gram divisions capable of weighing up to 5 kg
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APPENDIX-A6 Personal Protective Equipment
Personal Protective Equipment (PPE)
Item
Description
Boot / Shoe Covers
Plastic
Boots
Rubber with safety toes (steel, aluminum, or composite),
Tyvekฎ (E. 1. du Pont de Nemours and Company, Wilmington,
DE) or rubber outer covers
Coveralls
Paper - Tyvekฎ
Coveralls - Cotton
Coveralls - Water-resistant/proof
Ear Protection
Ear plugs or ear muffs
Eyewear
May require sunshades for outdoor work in bright conditions
Face Shields
Fall Protection
For ladders and scaffolding (i.e., personal fall-arrest systems or
guardrail systems)
Gloves - Exam
Latex or Nitrile; Powder Free
Gloves - Work
Heavy cotton
Goggles
Eye protection
Hard Hats
Monitoring Devices
Radiation Dosimeter
Lapel Sampler
Respirators
Full Face Air Purifying
Full Face Powered Air
Airline Full Face
Self-Contained Air Supplied
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Appendix B: Forms
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APPENDIX-B1 Field Logbook Entry
This logbook entry format is provided to demonstrate the minimum information to be recorded in a
bound logbook. Illustrations or pictures of the site also should be included with annotations, and should
accompany or be referenced in the entry. Pagination (Page X of Y) should correspond to each day of
sampling in each survey unit. The logbook should also contain pagination to demonstrate logbook
maintenance.
Site Name
Page X_ฐf Y
Sample Collection:
Number
Taken
Matrix
Date
Time:
Sample Collectors
(Print Names)
Observed By
Initials
(if observed)
Location of Sample Collection:
Landmark Description
Compass Point
Sample Identification
Code (SIC)
Sample Location
Global Positioning
System (GPS)
Coordinates
Sample Package
Contact Gamma
mR/hr
Remarks
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Comments: Note sample number and describe problem or information. Add pictures or illustrations on
separate page.
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APPENDIX-B2 Field Sample Tracking Form
Field Sample Tracking Form
Site Name
Date
Page X ofY
No.
Sample
Identification
Code (SIC)
Matrix1
Chemical decontamination
used on matrix?
(if yes, identify agent used)
Sample Location /
Description2
Volume (mL) /
Mass (g)
Area
Sampled
(cm2/ft2)
Depth
(m/ft)
Sample
Type3
Number of
Containers
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Remarks:
Notes: 1 - Matrix codes: C=Concrete; A=Asphalt; AS=Asphalt shingle; B=Brick; L=Limestone; G=Granite; S=Stucco; SW=Swipe
Reviewed
Date
2 - Describe the sample location by compass point relative to landmark or Global Positioning System (GPS) coordinates.
By Initials
3 - Sample Type Code - REG - Regular; DUP - Duplicate; RIN - Rinsate; BLK - Field Blank; BKG - Background
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APPENDIX-B3 Chain of Custody
EPA
USE PA
Radionuclide Analysis Traffic Report & Chain of Custody Record
Case No.:
DAS No.:
SDG No.:
Page of
Date Shipped
Chain of Custody Record:
Sample Collector Signature:
For Lab Use Only
Carrier Name
Relinquished By: (Date/Time)
Received By: (Date / Time)
Lab Contract No.:
Airbill:
1)
Unit Price:
Shipped To:
2)
Transfer To:
3)
Lab Contract No.:
4)
Unit Price:
Sample Identification
Code
Sample
Collector
Matrix / Type
Volume / Mass
Analysis
Required
Sampling
Location /
Sample
Depth
Date / Time
Laboratory
Sample No.
FOR LAB USE ONLY
Sample Condition on
Receipt
1
2
3
4
5
6
Additional Sample Collector Signature(s) / Date:
Sample(s) to be used for
laboratory QC?
Cooler
temperature
Upon Receipt:
Chain of Custody Seal Number:
Shipment Iced?
(Yes/No)
Custody Seal Intact?
(Yes/No)
Analysis
Key:
Type: (e.g., particulates, cuttings, Analysis Required: Gross Alpha, Gross Beta, Alpha Scan, Gamma Scan, Specific Isotopes or
chips, rubble, core) Radionuclides, Other
Matrix: (e.g., concrete, brick, limestone, stucco, granite, asphalt, swipe)
DAS - Delivery as Analytical Services; SDG - Sample Delivery Group
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APPENDIX-B4
Example Waste Control Form
All material sent for disposal will need to be manifested with approved FULL analytical documentation.
A full listing of all contaminants is required for Disposal Approval Codes.
Waste Control Form
Site Name:
Waste ID Number:
Date Opened:
Signature:
Instructions: Cross out unused items with "X". If the term "Other" is used, indicate by name in blank space an item description
appropriate for shipping information. Mixed wastes (i.e., radioactive material and chemical wastes), explosives, and gases are NOT
allowed, unless specific permission is granted in writing. All material shall be made as inert as practical (e.g., liquids solidified, acids or
bases neutralized) for shipment.
Waste Container:
Industrial Package 1
Industrial Package 2
Industrial Package 3
Type A
Type B(U)
Type B (M)
Markings found on approved containers:
UN Code:
Volume:
ft3/gal / L
Container to have less than 5% void space after filling.
Waste Type
UN ID No.
Soil
Aqueous Liquid
Flammable
Solids
Non-Aqueous Liquid
Other (identify below)
PPE
Hazardous Material
Hazard Level
(state known internal levels or assumptions/calculated values)
Chemical
% or parts per million (ppm)
Radioactive Material
dpm / 100cm2
Chemical
% or ppm LSA-I / LSA-II / LSA-I
Ai or A2
External Radiation and Contamination Levels
Surface
dpm / 100cm2
Attach Copy of Survey Map
Radiation on
Contact
mR/hr
At 1 meter (3.3 ft/
mR/hr
Container Labels Required:
(Package Orientation is mandatory for any package capable of being hand carried or trucked)
Toxic Substance
Gas - Flammable
Radioactive LSA-I
Radioactive I
Corrosive
Gas Non-Flammable
Radioactive LSA-
Radioactive I
Solid - Flammable
Gas-Toxic
Radioactive LSA-I
Radioactive I
Liquid - Flammable
SCO-1
SCO-1
Fissile
Date Closed:
Signature:
Disposal Approval Code:
Overpacking Required/Completed
Transportation Company: Name, Contact Name and information
Disposal Company: Name, Contact Name and information
Date Disposed:
Date Disposal Certificate Received:
Al- Special form; A2 - Normal or other form
LSA- Low Specific Activity
PPE - Personal Protective Equipment
SCO-Surface Contaminated Object
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Appendix C: Building Material Sample Collection
Technologies/Methodologies
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APPENDIX-C Building Material Sample Collection Technologies/Methodologies
Technology
Tools
Depth/Size*
Materials
Module
Section(s)
Chip Sampling
Chisel, hand drill, hole saw, or similar
tool
Sample to a depth of ~ 10 millimeters (mm) (3/8
inch [in.])
As long as minimum required amount of sample is
collected, chips may be of any convenient size,
unless otherwise specified in the SCP. Collect chip
samples representative of porous surfaces
Concrete
Brick
Limestone
Hard stucco
Module 1
2.2.2
Module II
4.2
5.1, 5.2
7.2
11.3
Drilling
(by hand,
hammer drill or
rotary hammer
drill)
Hand drill or rotary hammer drill and a
13-mm (0.5-in.) diameter (or larger) drill
bit
Drill shallow holes of approximately 6 mm (0.25 in.)
in depth
The number of holes drilled depends on the amount
of sample required. Drilling should continue until
the depth to which contamination is expected
Concrete
Brick
Limestone
Hard stucco
Relatively brittle
material
Module 1
2.2.3
Module II
4.3
5.1, 5.2
7.2
11.3
Core Drilling
Electric, hydraulic or air powered drills
Drill bits range in diameter from 1 - 152
cm (0.5 - 60 in.)
Bits inside diameter of 102 mm ฑ 6 mm
(4 in. ฑ0.25 in.) or 152 mm ฑ 6 mm (6 in.
ฑ0.25 in.)
Drilling depths are virtually unlimited with barrel
extensions
Core sample of up to 100 mm (4 in.) long is collected
If instructed in the SCP, drill cuttings can be
collected as part of the sample, in addition to the
core
Concrete
Brick
Limestone
Hard stucco
Module 1
2.2.9.a
Module II
4.4
5.1, 5.2
7.2
10.2.3
11.3
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Technology
Tools
Depth/Size*
Materials
Module
Section(s)
Diamond Core
Drill bit - hardened steel or other
Asphalt road material: Check the SCP for the core
Concrete
Module 1
Drilling
suitable material with diamond chips
dimensions required
Brick
2.2.9.b
embedded in the metal cutting edge
Limestone
Asphalt road material
Module II
4.4
Concrete: 16 mm (5/8 in.) diamond drill
Hard stucco
5.1, 5.2
bit
7.2
10.2.3
Asphalt road material: 102 ฑ 6 mm (4
11.3
ฑ0.25 in.) or 152 ฑ 6 mm (6 ฑ 0.25 in.)
inside diameter drill bit
Needle Scaling
Needle gun with flat surface shroud
The needle scaler will remove approximately 2 mm
Concrete
Module 1
(1/16 in.) per pass. Perform additional passes if
Brick
2.2.4
Uses uniform sets of 2-, 3- or 4-mm
sample is required from deeper depths
Hard stucco
Module II
(0.08-, 0.1- or 0.2-in.) needles
The particulates generated are considered the
4.5
5.1, 5.2
Concrete surfaces: 3-and 4-mm (0.1-
sample
11.3
and 0.2-in.) needles
Sawing (Power)
Concrete saw
Thicknesses of up to 1 m (~3 ft)
Metal
Concrete
Brick
Limestone
Hard stucco
Module 1
2.2.10.a
Module II
4.6
5.1, 5.2
7.2
11.3
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Technology
Tools
Depth/Size*
Materials
Module
Section(s)
Sawing
Diamond chainsaw
Concrete: Normal thickness of cut is about 1/3 the
Concrete
Module 1
(Chainsaw)
diameter of the blade, with about 1 m (~3 ft) of
Brick
2.2.10.b
Asphalt road material: 300 mm (~12 in.)
concrete being the maximum thickness. Surface
Limestone
Module II
blade of hardened metal with
area of approximately 2 m2 (~22 ft2)
Asphalt road material
4.6
embedded diamond chips or an abrasive
Hard stucco
5.1, 5.2
blade such as carborundum or similar
Asphalt road material: Layers up to 100 mm (~4 in.)
material
7.2
in thickness
10.2.2
11.3
Sawing
Circular saw with:
Sawing to less than 1 meter (m) (~40 in.) deep
Concrete
Module 1
(Circular)
achieved by using saw blades with diameters of 2.2
Asphalt
2.2.10.b
300 mm (~12 in.) blade can be used to
m (~87 in.)
Brick
Module II
sample asphalt
Limestone
4.7
Asphalt: Layers up to 100 mm (~4 in.) in thickness
Granite
5.1, 5.2
Diamond-tipped blade having a
Hard stucco
6.2.3
diameter of 300 to 350 mm (12 to 14 in.)
Brick: nominal thickness of 100 mm (~4 in.)
7.2
used to sample brick walls
8.2
10.2.2
11.3
Sawing
Cut-off saw
Pre-determined cutting area
Concrete
Module II
(Cut off)
Asphalt
4.8
Brick
5.1, 5.2
Limestone
7.2
Granite
8.2
Steel
11.3
Hard stucco
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Technology
Tools
Depth/Size*
Materials
Module
Section(s)
Sawing
(Diamond wire)
Diamond wire saw with
11 mm (~0.4 in.) in diameter wire
(typically)
Depending on the cutting length, the width of the
cut is about 15 to 20 mm (~0.6 to 0.8 in.)
Plunge cutting is restricted to about 250 cm (~98 in.)
in depth and 250 cm (~98 in.) distance between
blind holes. Blind holes averaging 160 to 250 mm
(~6 to 10 in.) are needed for plunge cuts in
pavement
Reinforced concrete
(large samples)
Brick
Hard stucco
Module 1
2.2.10.C
Module II
4.9
5.1, 5.2
11.3
Sawing
(Cut off)
Cut-off saw
Pre-determined cutting area
Concrete
Asphalt
Brick
Limestone
Granite
Steel
Hard stucco
Module II
4.8
5.1, 5.2
7.2
8.2
11.3
Sawing
(Diamond wire)
Diamond wire saw with
11 mm (~0.4 in.) in diameter wire
(typically)
Depending on the cutting length, the width of the
cut is about 15 to 20 mm (~0.6 to 0.8 in.)
Plunge cutting is restricted to about 250 cm (~98 in.)
in depth and 250 cm (~98 in.) distance between
blind holes. Blind holes averaging 160 to 250 mm
(~6 to 10 in.) are needed for plunge cuts in
pavement
Reinforced concrete
(large samples)
Brick
Hard stucco
Module 1
2.2.10.C
Module II
4.9
5.1, 5.2
11.3
Scabbling
Scabbier with 1 to 7 piston heads that
strike and chip a concrete surface
3 mm (1/8 in.) material removal across the entire
surface
Removes up to 2.5-cm (1-in.) thick layers of
contaminated concrete (including concrete block)
and cement
Concrete (including
concrete block)
Cement
Brick
Polished granite
Hard stucco
Module 1
2.2.5
Module II
4.10
5.1, 5.2
8.1
11.3
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Technology
Tools
Depth/Size*
Materials
Module
Section(s)
Shaving
Shaver
Large open areas (over 10 m2 or 100 ft2) with few
obstructions
Depth of shaving is set by a manual rotary wheel,
and varies from 0.01 to 1.3 cm (0.004 to 0.5 in.)
Concrete
Cement
Brick
Granite
Hard stucco
Module 1
2.2.6
Module II
4.11
5.1, 5.2
8.2
11.3
Large-area removal of thin concrete or cement
layers on flat or slightly uneven surfaces
Grinding
Grinder with ~13-cm (5-in.) diamond
grinding wheel
Depth of grinding depends on the number of passes
on a given flat or slightly curved surface
Concrete
Brick
Hard stucco
Module 1
2.2.7
Module II
4.11
5.1, 5.2
11.3
Hydraulic/
Pneumatic
Hammering
Hydraulic/Pneumatic Hammer
Areas where contamination has penetrated deeply
into a surface
Concrete
Brick
Hard stucco
Module 1
2.2.8
Module II
4.12
5.1, 5.2
11.3
* The Sample Collection Plan (SCP) may specify an alternate depth or sample sizes which take precedence over the information provided in this table.
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Appendix D: Framework for Waste Management Plan Development for
Waste Generated During Radiological Sampling of Building Materials
and Infrastructure
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APPENDIX-D Framework for Waste Management Plan Development for Water Generated
During Radiological Sampling of Building Materials and Infrastructure
The purpose of this appendix is to provide a framework to assist incident commanders, project
managers, state and local authorities, contractors, and enforcement divisions in developing and
implementing an approach for the management of waste generated during building and infrastructure
sampling activities after a contamination event. Information in this appendix can be used to develop a
systematic and integrated methodology for the management of waste generated from as part of the
overall radiological response. This appendix presents the key waste management considerations
associated with sampling activities that should be addressed, prior to an incident if possible, and
documented within a Waste Management Plan (WMP).
1.0 Background
During a radiological/nuclear incident, the waste generator is responsible for characterizing on-site
waste, including waste that has been treated on-site. Most of the waste generated during the sample
collection process, depending on the activity level of the radiological release, would likely be
characterized as low level radioactive waste, and a smaller subset of the generated sampling process
waste would be characterized as hazardous, non-hazardous, or mixed waste. The characterization of
sampling activity waste is often driven by state requirements, both in the state of the incident as well as
the state where the waste management facilities exist. It should be noted that states may have more
restrictive requirements than the federal government for some of the waste streams, which is why it is
so important to identify these within a WMP.
Coordinating the characterization of sampling activity waste with the overall response sampling
activities for environmental and building material samples will save time, effort, and analysis costs, and
reduces the burden on the radioanalytical laboratories. Laboratory capacity is expected to be exceeded
in a wide-area release scenario, and laboratories are likely to prioritize analysis of samples for use in
determining the extent of contamination and re-occupancy decisions over analysis of samples to
characterize sampling activity waste. Coordinating sampling activity waste characterization with other
sampling needs in the overall radiological response sampling and analysis plan (SAP) will help to address
capacity issues.
At the time of publication of this document, there are only four commercial facilities in the United States
that accept Low Level Radioactive Waste (LLRW), complicating the waste management decision making
process. While there are some additional Resource Conservation Recovery Act (RCRA) Subtitle C
(Hazardous Waste Facilities) that can handle mixed waste and potentially could handle some LLRW, it
would require state, facility, and public acceptance as well as permit modifications to do so. Liquid
LLRW is especially difficult and expensive to manage and therefore may require some solidification/
evaporation treatment prior to acceptance by a LLRW disposal facility. Finally, because of the limited
waste management (WM) facilities for LLRW, and extensive transportation requirements associated
with LLRW, transportation costs can become quite high and multiple methods of transportation may
need to be considered (e.g., trucks, railways, etc.).
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2.0 Waste Management Plans
Waste generation and management begin as soon as the response to a radiological or nuclear
contamination incident is initiated. Since this waste is considered a potential source of contamination,
proper sampling of waste generated during the sampling process, to characterize the waste for
management and disposal, is essential. Personal Protective Equipment (PPE) and clothing, materials
from sampling activities, and liquids from personnel and equipment decontamination activities
associated with sampling collection activities could potentially be generated by first responders, crime
scene investigators, and environmental and building material sampling personnel. Generation of these
waste streams will continue throughout the response and recovery phases. Planning for waste
management is critical to an effective response and can help eliminate double-handling of sampling
activity waste and facilitate a smooth, timely, safe and efficient response. A WMP for waste generated
due to environmental and building material sampling should be developed, either prior to or early in an
event, that outlines the waste management requirements, procedures, strategies, and processes from
the point of generating sampling waste to final deposition.
NOTE: Experience has shown that the development of a Pre-lncident WMP can improve waste
management activities during an incident by addressing many of waste management decisions
outside of the time sensitive activities and decisions that have to be made during the incident. An
Incident Specific WMP can be developed using the Pre-lncident WMP to tailor the elements of that
plan with the site and incident specific considerations as well as to integrate it with the other overall
radiological response plans.
The WMP should address:
WM Strategies: Information regarding waste management strategies should focus on:
Relevant federal, state and local WM regulations
Identification of WM facilities to support disposal of waste generated from sampling
activities
Projections of the magnitude and types of potential wastes expected to be generated from
sampling activities during the different phases of the incident
Potential types of waste
Inorganic (solids: building material residue, used PPE, sampling equipment, supplies)
Organic (sampling supplies that are petroleum based)
Liquids (decontamination water, wastewaters from sampling activities)
Low Level Radiological Waste (LLRW) (any radioactive waste that does not belong in
one of the following categories: [1] high-level waste, [2] spent nuclear fuel, [3] uranium
and thorium mill tailings, and [4] transuranics)
Hazardous Materials (asbestos, PCBs, or other toxic industrial chemicals which may be
combined with sampled building materials)
Mixed Waste (hazardous waste combined with LLRW that is generated during sampling
activities)
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WM oversight: Activities including health and safety, radiological exposure reduction, contamination
control, and quality control/assurance should be discussed in general terms as they relate to the
generation of sampling activity waste handling. On-site WM discussions should focus on:
Waste segregation strategies (e.g., liquids, solids, clean, contaminated, mixed) and
optimization strategies
Minimization of sampling activity waste
Waste characterization to meet the waste acceptance criteria associated with disposal of
sampling activity waste at disposal facilities identified to support the overall response
Physical and/or chemical assessment of the waste generated during sampling activities to
determine whether the waste was successfully solidified or requires further treatment to
facilitate packaging decisions, identify handling and processing requirements, and provide
additional information related to the particular waste generated
Reducing potential hazards which may be encountered during WM processes, such as
treatment, characterization, packaging and labeling of the waste generated during sampling
activities
Off-Site WM: Discussions of the disposal of potential sampling activity waste generated at off-site
facilities which could be used to treat solid, liquid, or mixed radiological waste and disposal of laboratory
sample waste after analysis.
Waste Transportation: Discussion of logistics related to moving waste generated from sampling
activities from the contaminated site to an interim location or final facility for treatment and/or
disposal. Since transportation of radiological waste is tightly regulated, the WMP should address:
Coordination with State Radiation Protection and WM Officials involving the states in which
the waste is generated, the states in which the waste will be transported through, and the
states in which the facilities reside that will be accepting this waste
Coordination with multiple federal agencies
Coordination with the facilities that will be accepting the sampling activity waste
Tracking, Reporting, and Data/Records Management for Waste Management: Discussion of process to
ensure proper and complete tracking of all sampling activity waste including:
Sampling logs
Chain of custody forms
Disposal packages (including accumulation data, waste composition, volumes, weight, DOT
or IATA hauler information)
Worker training
Audits and reviews of waste disposal activities
WMP and associated procedures
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Appendix E: Preservation of Rinsate Samples
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APPENDIX-E Preservation of Rinsate Samples
According to EPA's Manual for the Certification of Laboratories Analyzing Drinking Water6, sample
preservatives provided by the laboratory should be screened for radioactive content by lot number prior
to their use in the laboratory, and the results documented. Rinsate samples preserved in the field, with
reagents that are not provided by the laboratory, are to be accompanied by a radioactive free field blank
sample that is preserved in the same manner as the submitted sample.
CAUTION: Refer to the Sample Collection Plan to determine the type of acid that should be used for
sample preservation. There are several limitations to the type of acid used based upon the isotope of
interest. Table E.l lists acids that should be used for preservation of isotopes that are included in
EPA's Selected Analytical Methods for Environmental Remediation and Recovery (SAM) 2012.
WARNING: Concentrated and dilute acid solutions must be handled with caution, and appropriate
personal protective equipment (PPE) should be worn. Nitric acid should not be allowed to dry on
paper towels or absorbent materials at full strength. A fire may result. Ensure that any spills are
properly cleaned up and that any spill on absorbent materials is properly processed prior to disposal.
Refer to site safety personnel for proper disposal requirements.
If a sample requires preservation, perform these steps in a controlled designated area.
1. Ensure the area is set up for the addition of acid by performing the following:
a. Clear the work area.
b. Place a sufficient amount of absorbent material to cover the area, and secure it with duct
tape.
c. Ensure another person knows you are working with acid.
2. Open the sample container and the acid bottle.
3. Using a pipette or dropper, transfer approximately 8 mL of concentrated (12 M) hydrochloric
acid (HCI) or 6 mL of concentrated (16 M) HN03 per liter of sample. (Adjust the amount added,
as needed, for sample volumes other than one liter.)
4. Place the pipette or dropper in a secure location to prevent dripping, and close the acid and
sample bottles.
5. Carefully agitate the sample, remove the lid, and check the pH with pH paper (recommended for
contamination control) or a pH probe. Add additional acid as necessary to reach a sample pH of
less than or equal to 2.
a. DO NOT add more than 5 additional mL of concentrated acid.
6 U.S. EPA. Manual for the Certification of Laboratories Analyzing Drinking Water. EPA 815-R-05-004. January 2005.
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b. If the sample pH cannot be lowered sufficiently after the addition of an extra 5 mL of acid,
close the sample container and record the information in the Field Logbook and on the
Sample Label.
c. If pH paper is used, indicate less than 2, or best estimate if pH is not less than 2.
Once the sample pH is less than or equal to 2.0, close the sample container and note the
following in the Field Logbook and on the sample label.
Acid added - Type, concentration, and volume
pH of the sample
Date and time of preservation
Initials of the person who added the acid
Package the sample per the requirements of Module I, Section 7.0.
Clean the area of materials, ensuring any drips or spills of acid are contained and processed per
the requirements of Site Safety.
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Table E.l: Acids for Preservation of Samples Collected for Measurement of Radioisotopes included in
EPA's Selected Analytical Methods for Environmental Remediation and Recovery (SAM) 2012.
Analyte
Preservative
Note: Preservation requirements taken from EPA's Manual for the Certification of Laboratories
Analyzing Drinking Water (EPA 815-R-05-004).
Gross Alpha
Concentrated HCI or HN03 to pH <2
Gross Beta
Concentrated HCI or HN03 to pH <2
Cesium-137 (Cs-137)
Concentrated HCI to pH <2
lodine-131 (1-131)
Do not acidify
Radium-226 (Ra-226)
Concentrated HCI or HN03 to pH <2
Strontium-89 (Sr-89)
Concentrated HCI or HN03 to pH <2
Strontium-90 (Sr-90)
Concentrated HCI or HN03 to pH <2
Tritium (Hydrogen-3)
Do not acidify
Uranium-238 (U-238)
Concentrated HCI or HN03 to pH <2
Note: The following analytes are not included in EPA's Manual for Certification of Laboratories
Analyzing Drinking Water. Preservation recommendations for these analytes are based on best
professional judgment.
Gamma
Concentrated HCI or HN03 to pH <2
Americium-241 (Am-241)
Concentrated HCI or HN03 to pH <2
Californium-252 (Cf-252)
Concentrated HCI or HN03 to pH <2
Cobalt-60 (Co-60)
Concentrated HCI or HN03 to pH <2
Curium-244 (Cm-244)
Concentrated HCI or HN03 to pH <2
Europium-154 (Eu-154)
Concentrated HCI or HN03 to pH <2
lodine-125 (1-125)
Do not acidify
lridium-192 (lr-192)
Concentrated HCI or HN03 to pH <2
Molybdenum-99 (Mo-99)
Concentrated HCI or HN03 to pH <2
Phosphorus-32 (P-32)
Concentrated HCI or HN03 to pH <2
Plutonium-238 (Pu-238)
Concentrated HCI or HN03 to pH <2
Plutonium-239 (Pu-239)
Concentrated HCI or HN03 to pH <2
Polonium-210 (Po-210)
Concentrated HCI or HN03 to pH <2
Ruthenium-103 (Ru-103)
Concentrated HCI or HN03 to pH <2
Ruthenium-106 (Ru-106)
Concentrated HCI or HN03 to pH <2
Selenium-75 (Se-75)
Concentrated HCI or HN03 to pH <2
Technetium-99 (Tc-99)
Do not acidify
Total Activity Screening
Do not acidify
Uranium-234 (U-234)
Concentrated HCI or HN03 to pH <2
Uranium-235 (U-235)
Concentrated HCI or HN03 to pH <2
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Appendix F: References
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APPENDIX-F
Cited References
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Sample Collection Procedures for Radiochemical Analytes in Building and Infrastructure Materials
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Sample Collection Procedures for Radiochemical Analytes in Building and Infrastructure Materials
38. U.S. Department of Homeland Security. National Response Plan. December 2004.
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Sample Collection Procedures for Radiochemical Analytes in Building and Infrastructure Materials
50. Washington State Department of Transportation. Sampling Hot Mix Asphalt After Compaction
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Supporting Information
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54. U.S. EPA. Multi-Agency Radiological Laboratory Analytical Protocols Manual (MARLAP) Volumes
1, 2, and3, NUREG-1576, EPA 402-B-04-001, NTIS PB2004-105421. U.S. Environmental Protection
Agency, U.S. Department of Energy, U.S. Department of Defense, U.S. Department of Homeland
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