STRATEGIC SAMPLING APPROACHES
TECHNICAL GUIDE

EPA ID# 542-F-18-005

Introduction

The purpose of this technical guide is to
assist environmental professionals in
identifying where strategic sampling
approaches may benefit data collection
activities at their project or site and what
sampling approach may be most effective
given site conditions.

Section 1 of this guide defines the concept
of strategic sampling approaches; describes
the benefits of applying them; and explores
opportunities for leveraging strategic
sampling approaches during various phases of a project's life cycle.

Section 2 of this guide describes eight strategic sampling approaches that can be used to improve data
collection activities' effectiveness.

EPA recognizes that other sampling approaches may be developed and has designed this technical guide
to allow for the inclusion of new approaches as they are developed.

Why is EPA Issuing this Technical Guide?

The U.S. Environmental Protection Agency (EPA)
developed this guide to support achievement of the July
2017 Superfund Task Force goals. Two additional
companion technical guides should be used in
conjunction with this strategic sampling approaches
technical guide:

•	Smart Scoping for Environmental investigations

•	Best Practices for Data Management

Section 1 - What Are Strategic Sampling Approaches?

As applied in this guide,	a

strategic sampling is broadly
defined as the application of
focused data collection
across targeted areas of the
conceptual site model (CSM)
to provide the appropriate
amount and type of
information needed for
decision-making. Strategic
sampling throughout a
project's life cycle may help
inform the evaluation of
remedial alternatives or a
selected remedy's design, improve remedy performance, conserve resources, and optimize project
schedules. In addition, strategic sampling approaches assist with source definition and identify unique
contaminant migration pathways, such as the vapor intrusion pathway.

EPA encourages smart scoping to effectively plan for data collection and has outlined smart scoping
concepts in the companion technical guide, "Smart Scoping for Environmental Investigations."

Site
Decisions

Improving Site Decisions

Evolving life cycle CSMs improve the
efficiency of site characterization and
cleanup and, ultimately, result in
better, more defensible site decisions
and improved remedy performance.
Smart scoping, data management,
and strategic sampling include best
management practices that ensure
CSMs evolve and improve the
understanding of site conditions
throughout the site cleanup process
life cycle.

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Role of the Conceptual Site Model

The key to planning a strategic sampling approach is to ensure that a CSM is based on existing data and
other assumptions. EPA promotes the use of the project life cycle CSM to assist Superfund project
teams, hazardous waste site cleanup managers and decision-makers throughout the investigation and
cleanup life cycle stages.1 As discussed above, the existing CSM informs strategic sampling approaches.
Strategic sampling results from throughout the project life cycle help to inform and continually update
the CSM.

What are the Benefits of Using Strategic Sampling Approaches?

In general, the benefits of strategic sampling approaches, whether in the remedial investigation, design,
action, or long-term remedy operation phase, include:

1.	Closing identified data gaps, thereby reducing project uncertainty;

2.	Aligning data collection efforts with data needs for critical site decision-making;

3.	Generating collaborative data sets across the project life cycle phases; and

4.	Developing multiple lines of evidence to provide confidence when making decisions.

Benefits During Remedial Investigation/Feasibility Studies

Consideration of strategic sampling
approaches during scoping of the
remedial investigation/feasibility study
(RI/FS) benefits the three primary
objectives of the RI/FS: defining the
extent of contamination, assessing risks
and evaluating remedial technologies.

Strategic sampling approaches provide
more certainty regarding the
identification of contaminant fate and
transport and can provide an accurate
footprint of contaminant sources and migration pathways. The risk assessment conducted as part of the
RI/FS benefits from strategic sampling approaches because the risk assessment's needs are a primary
scoping effort consideration to ensure all potential migration pathways, exposure routes and receptors
are identified. Strategic sampling approaches also target early action opportunities to mitigate potential
threats as well as the data needs for technology applications over the longer term, including targeted
pilot studies.

Benefits During Remedial Design and Remedial Action

Frequently, data collection activities are necessary during the design phase to address uncertainty
related to site characterization, such as subsurface characterization, contaminant nature and extent, or
contaminant partitioning to support the remedial design. Collection of these data may result in changes
in site understanding, such as increased or decreased material volumes to be handled or treated, media
contaminated at levels different than those described in the RI/FS, new treatment processes that
become necessary to address contamination, or access and permitting issues that affect the remedy

Key Concept: Critical Factors for Strategic Sampling

•	Thorough scoping and planning to identify key
decisions, decision-makers, and site uncertainties

•	Baseline or up-to date CSM

•	Maximum use of state-of-practice analytical tools and
sampling approaches

•	Well-planned communications and data management
and visualization

1 EPA. 2011. Environmental Cleanup Best Management Practices: Effective Use of the Project Life Cycle Conceptual
Site Model. EPA 542-F-011. July, https://www.epa.gov/sites/production/files/2015-04/documents/csm-life-cvcle-
fact-sheet-final.pdf	

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design. Identifying and addressing these changes before the remedy is designed will help ensure that
the design can meet the requirements laid out in the record of decision (ROD).

Remedy decisions may select multiple technologies to address a problem, such as groundwater
contamination. Each technology requires consideration of specific objectives to inform decisions
regarding performance of the technology and when to transition from one technology to another. These
performance objectives may include: mass discharge, diminishing return and others. Evaluating options
and determining these goals early will facilitate strategic sampling decisions during the design and help
establish data necessary for performance measurement during the remedy's implementation.

Finally, for some traditional source control remedies (such as soil or sediment excavation), confirmation
sampling is critical to determining if a remedial action may be considered complete. In some instances,
strategic sampling decisions may be made during the design investigation work to streamline or reduce
the amount of sampling required at the remedial action's completion.

Benefits During Long-Term Remedy Operation

The benefits derived from the use of strategic sampling approaches during long-term remedy operation
focus on evaluating how remedy implementation is moving the site toward completion in accordance
with the site-specific completion strategy. It is recommended that the site-specific completion strategy
be developed as early as possible in the Superfund process. There is intentional flexibility in how a site-
specific strategy is developed and, depending on the cleanup stage when the strategy is first developed,
it may be described in one or more site documents. A site-specific completion strategy's development
can help a site team focus resources on gathering the most relevant data and other information to
inform science-based site-specific decision-making. While a modest level of effort may be needed to
create and maintain the remedy-specific strategy, an increased focus on gathering data to support
cleanup decisions generally should improve the overall time- and cost-efficiency of remedy completion.2

Document Organization

This document presents key concepts in separate call-out boxes, as appropriate, and includes highlights
important points. In addition, each strategic sampling approach has: (1) a tool box for implementing the
approach and (2) suggested resources and training to advance the reader's knowledge.

2 EPA. 2014. Groundwater Remedy Completion Strategy. OSWER No. 9200.2-144. May.

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Section 2 - Strategic Sampling Approaches

This section describes eight strategic sampling approaches project managers and site teams can consider
when conducting environmental investigations during any phase of a project's life cycle.

Section 2 is organized to provide a short description and resources for each of the following strategic
sampling approaches:

•	High-resolution site characterization in unconsolidated environments;

•	High-resolution site characterization in fractured sedimentary rock environments;

•	Incremental sampling;

•	Contaminant source definition;

•	Passive groundwater sampling;

•	Passive sampling for surface water and sediment;

•	Groundwater to surface water interaction; and

•	Vapor intrusion.

New strategic sampling approaches will be added to this technical guide as they are developed.

The strategic sampling approaches described in this section address a variety of site complexities, such
as heterogeneity associated with media and contaminant distributions, and interactions between
contaminant phase and media. Several sampling techniques are highlighted, including high-resolution
site characterization (HRSC), incremental sampling (IS) and passive methods. High-resolution site
characterization and IS may address media and contaminant distribution heterogeneities whereas
passive methods may provide valuable information on the groundwater to surface water interaction.

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High-Resolution Site Characterization for Groundwater in Unconsolidated Environments

Characterizing groundwater in unconsolidated
environments can present challenges due to the
high level of heterogeneity often found in
sequences of gravel, sand, silt and clay. This
heterogeneity not only creates uncertainty in the
data and CSM when obtained with lower resolution
techniques, but can often result in the existence of
discrete zones of contaminant mass storage and
transport. Heterogeneities that control contaminant
storage and transport, such as thin layers of highly
permeable sand and gravel, or thin silt and clay
layers with low hydraulic conductivity, can be on the centimeter to meter scale and may be too small for
conventional investigation strategies, such as monitoring wells, pump tests and slug tests to resolve.
Detailed geologic, hydrogeologic and contaminant information is necessary to develop an accurate CSM
to select and design remedial technologies matched to the scale of the spatial attributes of the
subsurface problem. High-resolution site characterization offers an effective approach to resolve
groundwater flow and contaminant concentrations at a detailed level.

Understanding the subsurface heterogeneity at a much higher resolution is critical for designing and
implementing more effective and targeted remedial actions. Characterization activities that: (1) match
the scale of the investigation to the scale of geologic heterogeneity expected in the subsurface and (2)
define the three-dimensional (3D) structure through which groundwater and contaminants are moving
can provide data necessary to evaluate and design a remedial strategy, possibly consisting of a
combination of technologies. With sufficient resolution the site can be "compartmentalized" into areas
of source treatment, plume management, and compliance monitoring to efficiently apply and monitor
strategic and targeted
remedial actions.

High-resolution site
characterization for
groundwater in
unconsolidated
environments is
comprised of a set of
tools and approaches
site managers can use to
address the sample scale
and sample spacing in
3D. Highlight 1 provides
an example of transect-
based, multi-level
vertical profiling using
direct push technology.

Transects are oriented

perpendicular to groundwater flow; vertical sampling for contaminant concentrations rely on direct
sensing information for soil type and hydraulic conductivity to optimize sampling depth intervals. Data

Consider this strategy if your site has:

•

Contaminated groundwater in



unconsolidated environments

•

Stratified layers of varying soil type

•

Non-aqueous phase liquids



(LNAPL/DNAPL)

•

Incomplete or generalized understanding



of mass storage and transport in the CSM

Highlight 1. Transect-based multi-level vertical profiling using direct push technology

*CPT: Cob* Perwtromeltr Testing l»q
"I,: Index of Hydraulic Conductivity

¦ LBhotofy wrth Relatively Higher
H>thau4»c Conductivity

Uthaiofy with Raiativ«ly Lcwcr
Hydraulic Conductivity

Trawiwct with Vertical
Ptof-ie Boring Locations
Vertical ProWe Beamg

HDrccf (kcmrtitatMei
Sample Location

PCE Concentration fp4/L''
10.000

11.000
100
10
<10

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of this type can be collected over short, discrete intervals with specially designed tools that work with
conventional drilling, direct sensing, direct push and hybrid techniques. Discrete samples can be
analyzed in the field for contaminants in real time using handheld monitoring devices, field test kits or
onsite laboratories. Continuous qualitative vertical contaminant profiles can be obtained using direct
sensing tools, such as the membrane interface probe (MIP) or laser induced fluorescence (LIF) tools. A
key component of the HRSC approach is dense data set integration and visualization to identify trends in
aquifer material, physical and geochemical properties, contaminant phase and contaminant
concentration, such as lower-concentration dissolved plumes and higher-concentration plume cores.
Transects of vertical subsurface geologic, hydrologic and contaminant profiles oriented perpendicular to
the hydraulic gradient's direction are used to generate two-dimensional (2D) cross-sections or more
advanced 3D visualizations. Geostatistical data interpolation in 3D can further serve to estimate aquifer
material properties like hydraulic conductivity and contaminant distribution in areas between data
points.

While HRSC tools can provide valuable data for
developing an accurate CSM, each has limitations
on the subsurface conditions where it can be
deployed and the type of data generated. For
example, the MIP has delicate sensors that may be
damaged in rocky, dense soils. Cone penetrometer
testing (CPT) trucks are heavy, which may damage
subsurface infrastructure. Subsurface sensors are
subject to analytical detection limitations, and may
provide relative concentration or permeability data
that can be further verified by collaborative data
and multiple lines of evidence. It is important to
match the data gaps with the proper set of data
collection tools to ensure the results will address
the CSM data needs.

When using HRSC, the project team will need to
consider each potential tool's applicability to site
conditions and practical limitations. Planning and
scoping field activities may require evaluation of
site access and infrastructure, soil types, depth, and
drilling platform and contingencies, in addition to
the technical data needs to support an updated
CSM.

Key Concept: Back Diffusion

The term "back diffusion" is the movement of
contaminant mass out of low permeability
units into higher permeability units by
diffusion. In dual porosity systems, where low
permeability units are in contact with higher
permeability units, the low permeability units
serve as sinks or storage areas for
contaminant mass during the plume life's
early stages. Large amounts of contaminant
mass diffuse into the low permeability units
when concentrations are high in the more
permeable units. It is the diffusion of this
mass stored in low permeability units back
out into the higher permeability units that is
referred to as back diffusion. This process
serves as a long-term secondary source of
contamination. These secondary sources are
not limited to the original source area but are
found throughout the plume's entire
footprint. High-resolution site
characterization defines areas where
contaminant storage and back diffusion may
be occurring.

EPA. 2016. Groundwater High-Resolution Site
Characterization Course. CERCLA Education
Center.

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TOOL BOX

HIGH-RESOLUTION SITE CHARACTERIZATION FOR UNCONSOLIDATED ENVIRONMENTS

Field Analysis and Vertical Profiling

Data Interpretation and Management

Geology and Hydrogeology Data

- Electronic lithologic logs

- Soil coring

- Real-time instrumentation transfer

- Cone penetrometer testing

- Data base, such as Scribe

- Electrical conductivity meter

- QA/QC

- Hydraulic profiling tool

- Decision logic to guide investigation

- Borehole flow meters

- CSM updates and distribution

- Flow velocity sensor

- X, Y, and Z locational coordinates

- Point velocity probes

- Data visualization, 2D and integrated 3DVA

- Mini-piezometers

- Data storage, EQulS and WQX/STORET

- Push-point samplers



- Thermal imaging with FLIR and DST



Qualitative Contaminant Data



- Membrane interface probe



- Laser induced fluorescence



Quantitative Contaminant Data



- Passive flux meters



- Polyethylene diffusion bags



- Mobile laboratory



- Fixed-based laboratory



Advancing Your Knowledge: Resources and Training

Resources:

•	EPA's CLU-IN website contains a comprehensive set of HRSC resources in unconsolidated aquifers.
www.clu-in.org/characterization/technologies/hrsc/

•	This website contains references, case studies, and other resources for an investigation using the
Triad Approach. HRSC is best implemented using the Triad Approach, www.triadcentral.org

•	Strategic Environmental Research and Development Program (SERDP) and Environmental Security
Technology Certification Program (ESTCP) are the Department of Defense's (DoD) environmental
research programs, harnessing the latest science and technology to improve DoD's environmental
performance, reduce costs, and enhance and sustain mission capabilities.
https://www.serdp-estcp.org/

•	Highlight 1. See www.clu-in.org/characterization/technologies/hrsc/

Training:

•	Groundwater High-Resolution Site Characterization,
https://trainex.org/offeringslist.cfm?courseid=1389

•	Best Management and Technical Practices for Site Assessment and Remediation, March 2015, CLU-
IN Archived Webinar, https://clu-in.org/conf/tio/bmp/

•	National Association of Remedial Project Managers Presents...Practical Applications and Methods of
Optimization across the Superfund Pipeline, Parts 1 and 2, Spring 2013, https://clu-
in.org/conf/tio/NARPMPresentsl8 050813/

•	Triad Month, Sessions 1-7, August 2009, CLU-IN Archived Webinar, https://clu-
in.org/conf/tio/triadl 080409/

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High-Resolution Site Characterization for Fractured Sedimentary Rock Environments

Fractured sedimentary rocks, such as
sandstone and limestone, contain primary
porosity created by the pore spaces
between grains, and secondary porosity
created by fractures that also allow fluids
to move through the rock. Shale and
siltstone are moderately impermeable to
water flow through the matrix but may
convey water through permeable fractures
and along horizontal bedding planes. Finer
grained sedimentary rocks, including shale and siltstone, have sufficient porosity to allow for
contaminant diffusion into the matrix. Like back diffusion often encountered in unconsolidated
heterogeneous media, dissolved contaminants that diffuse into the porous rock matrix can become a
contaminant source zone if the concentration in the fractures falls below the contaminant
concentrations in the rock matrix.

Investigations at fractured sedimentary rock sites must consider the interrelationship of the matrix and
fractures in the CSM. To address these concerns, an integrated approach to characterizing the matrix
and the fractures may be required. Rock-core material can be examined using a variety of visual logging
and field examination techniques along with laboratory chemical, mineralogical and biological
measurements. The borehole itself also provides opportunities for measurements during drilling and
short- and long-term measurements within a completed unlined or lined borehole.

The HRSC strategy for fractured sedimentary rock focuses on identifying the permeable fractures and
their associated flow characteristics, and determining contaminant phase and concentration in the
fracture flow as well as the amount of sorbed contaminant in the rock matrix that may act as a long-
term source. Packer testing, groundwater
sampling, geophysics, acoustic and optical
viewers, caliper logs, borehole flowmeters,
and temperature logging are commonly used
in fractured media; however, lining boreholes
and limiting the time the boreholes are open
in these settings are key strategies to limiting
potential cross-contamination impacts that
could be caused by the open borehole.

Installation of borehole liners not only serve
to limit potential connection of previously
unconnected fractures but provide valuable
fracture flow and contaminant distribution
information during and after installation.

Subsequently, within lined boreholes a variety

of geophysics, temperature logging and vertical profiling techniques can be applied.

Consider this strategy if your site has:

•	Fractured sedimentary bedrock

•	Fracture dominated flow

•	LNAPL/DNAPL

•	Plume stability concerns

•	Incomplete CSM for fracture/matrix
interaction flow

TOOL BOX

HIGH-RESOLUTION SITE CHARACTERIZATION FOR
FRACTURED SEDIMENTARY ROCK ENVIRONMENTS

-	Packer testing

-	Borehole liners

-	Groundwater sampling

-	Multi-level groundwater sampling

-	Geophysics

-	Acoustic and optical viewers

-	Caliper logs

-	Borehole flowmeters

-	Temperature logs

-	Rock core sampling using microwave
assisted extraction

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The discrete fracture network (DFN) approach, described in the University of Guelph's G360 Centre for
Applied Groundwater Research publication,3 is one example of a comprehensive set of investigation
tools used to delineate contaminant distributions and to understand contaminant transport and fate in
both fracture networks and the rock matrix blocks between the fractures. The primary data collection
components include comprehensive sampling of continuous rock core from strategically located holes
for contaminant analysis, and open borehole tests, such as flexible liner hydraulic conductivity profiling,
geophysical logging, hydraulic testing and use of multilevel monitoring systems to characterize fracture
flow. These data are used to improve the CSM to reflect the source and plume characteristics. The CSM
is then used as input to numerical groundwater flow and transport models to predict contaminant
behavior. Remedial design is based on the contaminants' predicted behavior over the short- and long-
term.

This type of approach is applicable to sites where contaminants are transported through fractures and
are capable of diffusing into the rock matrix (see Highlight 2). Generally, this circumstance includes sites
with sedimentary rocks
(sandstone, limestone,
dolomite) having rock matrix
porosity generally in the
range of 5-20 percent, not
crystalline rocks, such as
igneous or metamorphic
rocks. Organic contaminants
have been the most
commonly studied species in
DFN applications, but
consideration may also be
given to other contaminant
types with the capacity of
diffusing into pore spaces and becoming trapped. Sites with a history of releases of LNAPL and DNAPL
are particularly well suited to sampling strategies that provide collaborative data and multiple lines of
evidence because the complexities of NAPLfate and transport make reliance on a single line of evidence
ill advised.

The limitations of a non-traditional approach to fractured sedimentary rock investigations are related to
the site conditions described above, and the availability of project teams and vendors capable of
delivering the high level of specialized services required to conduct the field work and analysis. Forming
and using a comprehensive team is a best practice discussed in EPA's companion technical guide "Smart
Scoping for Environmental Investigations," and an interdisciplinary team of geologist, geophysicists,
hydrologists, engineers, and numerical modelers is required to develop and execute the plans. Specialty
vendors, including diamond core drillers, labs capable of analyzing rock chips/cores, borehole
geophysical services, and flexible borehole liner vendors, are necessary to execute the complex sampling
strategy.

Highlight 2. Using Borehole, Fractures, and Rock Core

3 Parker, et al. 2012. Discrete Fracture Network Approach for Studying Contamination in Fractured Rock. AQUA
mundi (2012) - AM06052: 101-116. December. http://www.acquesotterranee.it/sites/default/fiies/Am06052.pdf

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The benefits of using the non-traditional approach over conventional fractured rock investigation
methods are that the detailed knowledge of fracture and matrix interactions results in better prediction
of flow and transport for remedial designs. The approach focuses on identifying and mapping fractures
potentially storing or moving contaminant mass, nearby rock matrices with the potential for matrix
diffusion, and the phase/flux of contaminant mass. A CSM constructed in this manner, for a site in
remedial design for example, can focus on specific fractures that are most likely to transport
contaminants and drive site risk, or may indicate that the plume is stationary and a combination of
limited and targeted active remediation in conjunction with passive techniques may be most
appropriate.

Contaminant flow in fractured sedimentary rock can be complicated and HRSC may employ many
different tools, strategies, and visualization and modeling techniques. When planning and scoping,
project managers are best served by expanded project teams, extensive stakeholder outreach, and
taking the time required for integrating multiple data sets.

Advancing Your Knowledge: Resources and Training

Resources:

•	EPA's CLU-IN website contains focused case studies classified under "Fractured Sedimentary Rock"
and the "DFN Approach." www.clu-in.org

•	DoD's SERDP and ESTCP are the Department's environmental research programs, harnessing the
latest science and technology to improve DoD's environmental performance, reduce costs, and
enhance and sustain mission capabilities.

https://www.serdp-estcp.org/

•	Highlight 2. EPA. Groundwater High-Resolution Site Characterization Course. CERCLA Education
Center. 2016.

Training:

•	Groundwater High-Resolution Site Characterization,
https://trainex.org/offeringslist.cfm?courseid=1389

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Incremental Sampling

Traditional soil sampling methods do not always provide
the accurate, reproducible and defensible data needed
to make decisions about the volume and extent of
cleanup because they do not account for contaminant
heterogeneity in soil. Incremental sampling techniques
include processing protocols that reduce variability,
provide sampling results more representative of
exposure scenarios, and provide higher density spatial
coverage to reasonably assure adequate representation
of the contamination present within a defined soil area
or volume. To address the inherent variability due to
matrix heterogeneity, IS involves collecting multiple soil
increments of equal mass from locations throughout a
defined soil sampling area and depth interval (known as
a decision unit, DU) and combining the increments into a
single field sample. The resulting field sample may be homogenized and processed such that it is
representative of the defined DU and exposure mechanisms or assumptions. The IS strategy reduces
data uncertainty from sample variability and soil heterogeneity, resulting in a more accurate delineation
of the DU's volume of contaminated soil.

Key Concept: Compositing and Dilution

Some project stakeholders are concerned that potential areas of higher concentration within a DU
(i.e., hot spots) will be diluted out when combined through the incremental sampling methodology
(ISM) with increments of soil from less-contaminated portions of the DU. There are two concerns
regarding hot spots: sampling density and defining the DU. Incremental sampling methodology
effectively addresses compliance when action levels are based on the mean concentration within a
DU. Concerns related to spatial resolution can be addressed only by changing the scale of the DU so
that the it equals the hot spot's size. The chance that any single sampling event will include
subareas of high and low concentration in the proper proportion is directly related to the number of
samples collected within a DU. Incremental sampling methodology offers an advantage over other
sampling designs because it accommodates large sample sizes. For this reason, while any individual
sample collected in a hot spot is diluted within the larger group of samples, we are more likely to
achieve an estimate of the mean that is representative of the true mean within the DU. This
advantage of ISM addresses the concern of compliance with action levels but not the concern about
spatial resolution. If the data quality objective includes the identification and delineation of small
areas of elevated concentrations, ISM sampling can address this objective only by changing the
scale of the DU so that it equals the size of the hot spot of concern.

http://www.itrcweb.0rg/ISM-l/8 5 12 Sampling objectives and developing the decision unit.html

Smart scoping is required to develop a site-specific sampling strategy for IS implementation. Project
teams, including data users (risk assessors and design engineers), data quality managers, and sampling
teams, identify the DU selection rationale and the increment volume and number to be collected.
Decision unit size and volume are typically driven by applicable remediation strategies in source areas

Consider this strategy if your site has:

•

Contaminated shallow soil over large



area

•

Heterogeneous soil concentrations

•

Release mechanisms with lower



spatial correlation (aerial deposition



versus a spill)

•

Stable, non-volatile contaminants



(such as metals, energetics and PAHs)

•

High analytical costs expected due to



known chemicals of concern

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where contamination above cleanup standards is likely (smaller DUs) and exposure scenarios in areas
where exceedances are less likely but risk management requires sampling to evaluate potential
exposure (larger DUs). While there is no DU- required size and volume, DUs can range from smaller
10'xlO' grids with a depth of a few inches to larger %- 1-acre size with a 6-inch depth for some
residential settings. Decision units can be regular in shape, such as a rectangle or square, or irregularly
shaped, and those that are larger than one acre are typically only used for agricultural, recreational and
industrial exposure scenarios.

Highlight 3. IS Replicate Samples in a Decision Unit

Highlight 3 shows how a DU is sampled in triplicate under IS. Each IS sample is made up of 30
increments, with all triangle locations representing the increments combined for the first IS sample, all
square locations representing the increments for the second IS sample, and all circle locations
representing the third IS sample increments. The three IS samples will each yield separate contaminant
values. Using triplicate values or any series of replicates greater than three allows project teams the
ability to calculate confidence limits on the mean. EPA has been combining IS with use of the x-ray
fluorescence (XRF) instrument to conduct soil sampling for metals. EPA uses a high level of quality
assurance and quality control (QA/QC) for sample preparation and analysis with the XRF to ensure data
are of sufficient quality for decision-making. Sampling plans and quality assurance project plans (QAPP)

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developed for IS programs include detailed procedures for field sample collection and detailed
instructions to field crews or laboratories for sample processing. Sample collection considers the type of
tools used to collect soil samples as well as the procedures for collecting subsamples. Sample processing
is an important part of the sampling design and may have a significant influence on the data. For
example, small soil particles tend to have higher contaminant concentrations than larger particles, so
soil sieving, grinding and disaggregation may need to be considered dependent on the soil material's
characteristics. Sample processing may be completed in the field, begin in the field and finish in the lab,
or all be done in the lab. All these considerations need to be addressed in the systematic planning and
documented in the QAPP.

TOOL BOX
INCREMENTAL SAMPLING

•	Decision unit selection - knowledge of site conditions, data quality objectives, statistical assistance

•	Sample support - shape, orientation, and size

•	Sample processing-grinding, drying, sub-sampling

•	Mobile laboratory or fixed-based laboratory

•	XRF instrument for specific contaminants

Advancing Your Knowledge: Resources and Training

Resources:

•	The Interstate Technology and Regulatory Council (ITRC) developed a technical and regulatory
guidance document, Incremental Sampling Methodology (ISM-1)

http://www.itrcweb.org/Team/Public7teamID=11. The document provides users with a practical
working knowledge of the methodology's concepts and principles, emphasizes the critical
importance of clearly articulated sampling objectives, and provides a sound basis for adapting ISM
to meet project goals and site-specific objectives. EPA and ITRC resources include additional
references and case studies.

•	EPA. 2013. The Roles of Project Managers and Laboratories in Maintaining the Representativeness
of Incremental and Composite Soil Samples. OSWER Directive No. 9200.1-117FS. June. https://clu-
in.org/download/char/RolesofPMsandLabsinSubsampling.pdf

•	Highlight 3. EPA. Incremental Composite Soil Sampling course. CERCLA Education Center. June 2016.

Training:

•	Soil Sampling and Decision Making Using Incremental Sampling Methodology, Parts 1 and 2,
February and March 2015, CLU-IN Archived Webinar, https://clu-in.org/conf/itrc/ISM 020515/

•	Incremental Composite Sampling Designs for Surface Soil Analyses, Modules 1-4, CLU-IN Archived
Webinar, https://clu-in.org/conf/tio/ISMl 021612/

•	XRF Training, Sessions 1-8, August 2008, CLU-IN Archived Webinar, https://clu-
in.org/conf/tio/xrf 080408/

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Consider this strategy if your site has:

•	Complex source (LNAPL/DNAPL, dispersed waste
or source area, vadose zone source)

•	Design that relies on source treatment or
control

•	Uncertainty in source footprint and
heterogeneous/anisotropic aquifer conditions

•	Incomplete CSM of the source - transport
relationship

Contaminant Source Definition

Strategic sampling designs for contaminant
source definition focus on providing an
accurate estimate of volumes and location in
3D space for application of both in situ and ex
situ technologies. Two common reasons for
cost or schedule challenges at many sites are
the under-estimation of volume with related
cost escalation in remedial action, and over-
or under-estimation of the footprint for the
application of in situ technologies. Both
examples demonstrate the need for
improved CSMs to ensure the design is
appropriately sized to meet the remedial action objectives in the most cost effective and timely manner.
Dense data sets help to focus treatment components.

An accurate understanding of the CSM chemistry and hydrogeology is a critical factor in identifying cost-
effective design alternatives and optimizing remedial design. Site managers can improve and expand the
CSM by using collaborative data sets with a large volume of real-time data supported by a small volume
of fixed lab data, and thoughtful development of DUs over which to measure contaminant levels. High-
resolution site characterization techniques can be applied to source definition when the benefits
outweigh the costs (return on investigation). Applying high-resolution tools can improve the delineation
of the source footprint to optimize in situ remedies or to better segregate material for disposal. For
LNAPL and DNAPL sources, high-resolution techniques aid in mapping mass storage versus transport
zones so that more costly and aggressive methods are applied to the appropriate source areas, and
plume management strategies effectively account for mass storage and transport zones.

Source areas that contain dispersed waste, such as surface soils contaminated by airborne lead
deposition or subsurface contamination from multiple subsurface waste pits, can present uncertainty in
estimating waste location and volume. High-resolution characterization tools, such as geophysical
surveys or passive soil gas grids, coupled with the IS approach, can significantly reduce uncertainty in
defining the source areas. Decision units and sample design can be selected based on the geophysical or
soil gas signatures.

Using 3DVA to visualize the source area can be beneficial for developing a more realistic CSM. The dense
data sets from HRSC match well with visualization tools and reflect high quality characterization in
support of remedy selection, design, and optimization. Applying 3DVA improves communication among
the design and construction team members by providing a consistent understanding of the site
conditions.

When planning and scoping remedial design tasks, site managers consider the uncertainties in
delineation of the source and apply the appropriate high-resolution data collection and analysis tools to
reduce uncertainty.

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Highlight 4. Comparative sampling densities using traditional approach versus HRSC

I	r«wsl»Ct«r»*na»wiPO»fiJf'S

Highlight 4 shows the value of HRSC for source
definition at the Horseshoe Road Superfund
site. The image on the left shows sampling
density before HRSC and the image on the right
shows sampling density using HRSC. The denser
data set allowed better segregation of waste
types and significantly reduced disposal costs.

Advancing Your Knowledge: Resources and
Training

Resources:

•	EPA's CLU-IN website contains a
comprehensive set of resources for HRSC in
unconsolidated aquifers. High-resolution site characterization techniques are recommended for
characterizing NAPL sources in the subsurface, www.clu-in.org/hrsc

•	This ITRC document synthesizes the knowledge of DNAPL site characterization and remediation and
provides guidance on characterization of contaminant distributions, hydrogeology, and attenuation
processes. http://www.itrcweb.org/DNAPL-ISC tools-selection/Content/l%20lntroduction.htm

•	SERDP and ESTCP are DoD's environmental research programs, harnessing the latest science and
technology to improve DoD's environmental performance, reduce costs, and enhance and sustain
mission capabilities.

https://www.serdp-estcp.org/

•	Highlight 4. Horseshoe Road Superfund Site information:
https://cumulis.epa.gov/supercpad/cursites/csitinfo.cfm?id=0200781

TOOL BOX
CONTAMINANT SOURCE DEFINITION

•	Direct push technologies

•	Geophysics

•	XRF

•	Membrane interface probe

•	Laser induced fluorescence

•	Mobile laboratory or fixed-based laboratory

•	High-resolution sampling strategy

•	IS

•	3DVA

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Training:

•	Remedial Design/Remedial Action Training, https://trainex.org/offeringslist.cfm?courseid=47

•	Best Practices for Site Characterization Throughout the Remediation Process,
https://trainex.org/offeringslist.cfm?courseid=1515

•	Groundwater High-Resolution Site Characterization,
https://trainex.org/offeringslist.cfm?courseid=1389

•	ICS training webinar. https://clu-in.org/conf/tio/ISMl 021612/

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Passive Groundwater Sampling

A passive groundwater sampler acquires a water
sample from a discrete depth in a monitoring well or
borehole without active pumping or purge
techniques. Passive samplers use one of three
different mechanisms to obtain concentration data:

•	Direct well water sampling is performed using
instantaneous grab sample devices.

•	Diffusion samplers rely on the diffusion of
analytes between the sampler fluid and
groundwater or surface water to reach
equilibrium.

•	Integrating samplers sequester chemicals
through trapping in a suitable medium, which can be a solvent, chemical reagent or a porous
adsorbent.

All passive technologies rely on the sampling device being exposed to groundwater in ambient
equilibrium during the sampler deployment period or the monitoring well water being in equilibrium
with the formation water.

Passive sampling is a cost-effective HRSC method that can be used to collect
contaminant data from multiple intervals in an existing well or borehole for
shallow groundwater or groundwater and surface water interfaces. Monitoring
wells with long-screen intervals (10 feet or greater), and wells screened in
heterogeneous materials may have multiple flow zones that transport different
amounts of contaminants at different hydraulic conductivities. Most passive
samplers can be stacked to obtain samples at multiple depths, which allows
vertical zones within a screened well interval to be sampled individually to give
a better understanding of the contaminant concentrations at various depths.

However, monitoring well or borehole flow dynamics must be well understood
to successfully use passive sampling devices to define contaminant differences
in distinct vertical flow zones. If vertical flow regimes in boreholes or depth
integrated flow weighted averages across well screens exist then care must be
taken to isolate specific zones using packers in open boreholes or other
technologies for passive sampling techniques. The increased resolution of
contaminant flow paths in aquifers supports a detailed CSM and leads to more
efficient remedial design by identifying zones where contamination is greatest.

Highlight 5 shows passive diffusion bags installed in series in a screened
monitoring well whose borehole dynamics have been confirmed.

While each passive sampling method has unique advantages and limitations, one common consideration
is that passive samplers must be exposed to the host environment for a time, and the resulting sample
may represent the most recent exposure conditions if groundwater conditions fluctuate dramatically.
Equilibrium may be reached within a few days or a few weeks depending on the nature of the
contaminant and the sampling device. One advantage of passive samplers is that minimal equipment is
required and little to no purge water is generated.

Consider this strategy if your site has:

•

Contaminated groundwater in thin



zones;

•

Monitoring wells with long screen



intervals and well-defined borehole flow



dynamics

•

Shallow groundwater adjacent to surface



water

•

Incomplete or generalized understanding



of transport in the CSM

Highlight 5. Passive
samplers in series

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Passive groundwater samplers are relatively simple to deploy, and they are cost effective tools for
groundwater monitoring in remote conditions. They can be used at any point in the process with proper
planning to ensure quality controls and by conducting a method demonstration as necessary. In
addition, there are many new passive samplers under development.

TOOL BOX
PASSIVE GROUNDWATER SAMPLING

•	Devices that recover a grab sample

o Two proprietary options are discussed

•	Devices that rely on diffusion of the analytes to reach equilibrium between sampler and well water

o Regenerated-Cellulose Dialysis Membrane Sampler
o Nylon-Screen Passive Diffusion Samplers (NPSPDS)
o Passive Vapor Diffusion Samplers (PVDs)
o Peeper Samplers

o Polyethylene Diffusion Bag Samplers (PDBs)
o Rigid Porous Polyethylene Samplers (RPPS)

•	Devices that rely on diffusion and sorption to accumulate analytes in the sampler

o Semi-Permeable Membrane Devices (SPMDs)
o Polar Organic Chemical Integrative Sampler (POCIS)
o Passive In Situ Concentration Extraction Sampler (PISCES)
o One proprietary option is discussed
http://www.itrcweb.org/GuidanceDocuments/DSP 4.pdf

Advancing Your Knowledge: Resources and Training

Resources:

•	The Characterization and Monitoring section of EPA's CLU-IN website contains a discussion of the
three generic forms of passive (no purge) samplers, and provides links to other references. The site
also includes a table describing common analytes addressed by 15 different technologies.
https://clu-in.org/characterization/

•	ITRC developed a Technology Overview of Passive Sampler Technologies, which includes a
comprehensive table of advantages, limitations, availability and cost of 13 different passive sampler
technologies. https://www.itrcweb.org/GuidanceDocuments/DSP 4.pdf

•	SERDP and ESTCP are the DoD's environmental research programs, harnessing the latest science and
technology to improve DoD's environmental performance, reduce costs, and enhance and sustain
mission capabilities.

https://www.serdp-estcp.org/

•	Highlight 5. ITRC. Technical Overview of Passive Sampler Technologies. March 2006.

Training:

•	Best Practices for Site Characterization Throughout the Remediation Process,
https://trainex.org/offeringslist.cfm?courseid=1515

•	Groundwater High-Resolution Site Characterization,
https://trainex.org/offeringslist.cfm?courseid=1389

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Passive Sampling for Surface Water and Sediment

Sediment contamination is traditionally evaluated
at Superfund sites using direct sampling of the
sediment, pore water, and the adjacent surface
water column. The underlying assumption of
direct sample results is that all the contaminant is
bioavailable. If the sediment concentrations
indicate there may be a problem, then further
bioavailability studies are sometimes conducted.

Passive sampling methods for surface water and
sediment can be used to quantify bioavailability
based on the diffusion and subsequent
partitioning of contaminants from sediment to a
reference sampling media (pore water and
surface water), which can reduce uncertainty in ecological risk assessment.

Consider this strategy if your site has:

•	Sediment contamination

•	Hydrophobic non-ionic contaminants (PCB,
PAH, dioxins)

•	CSM that includes sediment-surface water
interaction

•	Uncertainty regarding the bioavailability of
contaminants

•	Poor correlation between toxicity and bulk
sediment chemistry

Water Column

Sediment

Passive sampling is a scientifically sound and cost-effective approach for monitoring contaminant
concentrations in the water column and sediment interstitial waters, and it can provide information
about the contaminant gradients between the sediment and the water. Passive samplers provide

Highlight 6. Deployment of passive samplers in aquatic systems

information on dissolved and
bioavailable contaminant
concentrations because the
samplers serve as surrogates
for organism bioaccumulation.

The most common sediment
contaminants are
hydrophobic non-ionic
contaminants including
pesticides, polychlorinated
biphenyls (PCBs), PAHs, and,
to a lesser extent, dissolved-
phase chlorinated
hydrocarbons. Passive
sampling methods for metals
are not as advanced or
established as methods for
hydrophobic organic contaminants. Highlight 6 shows the deployment of passive samplers in an aquatic
system.

:Cl fg-

Deployment of Passive Samplers in Aquatic Systems

Passive samplers are commonly made of plastic polymer that is similar in hydrophobicity to many
hydrophobic contaminants. Hydrophobic contaminants present in the dissolved phase will partition into
the polymer, moving out of the water and dissolving into the polymer. Over time, the contaminants will
accumulate in the sampler until they reach a state of concentration equilibrium with adjacent media.
Passive samplers can be used for determining contaminant sources released from sediments to the
water column in support of the CSM, and monitoring water column and interstitial water concentrations
before, during and after remediation.

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Sediment characterization is often complicated by the relatively rapid changes that can occur in
sediment composition due to short-term temporal events (such as storms) that can cause sediment
resuspension and movement. These changes can either result in an elevated or a reduced dissolved
concentration in the water column that does not accurately reflect the site's long-term average
concentration. Passive samplers provide time-averaged measurements, which more accurately reflect
representative concentrations at a site rather than a snap-shot of conditions represented by traditional
sampling. One disadvantage of passive samplers is that they are limited to only those compounds that
can be captured in the sampling media, which may not include all site contaminants of concern.
Additionally, regulators may require comparability tests prior to the use of passive samplers for certain
sampling objectives.

When assessing sediment sites, site managers may consider the use of passive sediment and surface
water samplers to better delineate the source areas, as well as to measure remedy effectiveness.
Planning and scoping investigations with passive samplers typically require ecologists, chemists, and
field staff input to ensure data collection can address CSM uncertainties.

TOOL BOX

PASSIVE SAMPLING FOR SURFACE WATER AND SEDIMENT

•	Polyethylene samplers

•	Polyoxymethylene samplers

•	Solid phase micro-extraction samplers

•	Methodology for translating measured concentrations in the passive sampler into dissolved
concentrations around the passive sampler

Advancing Your Knowledge: Resources and Training
Resources:

•	EPA has developed a guideline for using passive samplers to monitor organic contaminants at
Superfund sediment sites

https://clu-in.org/download/contaminantfocus/sediments/Sediments-Passive-Sampler-SAMS 3.pdf

•	The SERDP and ESTCP are the DoD's environmental research programs, harnessing the latest science
and technology to improve DoD's environmental performance, reduce costs, and enhance and
sustain mission capabilities.

https://www.serdp-estcp.org/

•	Highlight 6. EPA. https://clu-in.org/download/contaminantfocus/sediments/Sediments-Passive-
Sampler-SAMS 3.pdf

Training:

•	The Use of Passive Samplers to Monitor Organic Contaminants at Superfund Sediment Sites, August
2013, CLU-IN Archived Webinar, https://clu-in.org/conf/tio/passsamp 082613/

•	RPM 201, Sediment Module, https://trainex.org/offeringslist.cfm?courseid=1374

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Groundwater to Surface Water Interactions

In hydrologic systems where groundwater
and surface water are present, these media
are connected by the groundwater and
surface water transition zone. In some
cases, groundwater discharges into the
surface water, or the surface water may
recharge the groundwater system.

Understanding contaminant fate and
transport in this zone is important because
it represents the exchange of contaminants
between media and the potential for
ecological and human exposure. EPA is particularly interested in understanding the groundwater to
surface water interaction because almost half of all Superfund sites have affected surface water.

Investigations of groundwater to surface water interactions are designed to evaluate both flow and
chemical characteristics; specifically, understanding the location and magnitude of contaminant
discharges to surface waters from groundwater plumes or from surface water to groundwater. The
investigative and sampling strategy starts with a general reconnaissance of the area to identify
groundwater discharge locations and evolves into a detailed and focused sampling of hydraulics,
chemistry and biology. Highlight 7 depicts an example of an investigative strategy for evaluating
groundwater to surface water interactions using groundwater and surface water elevations.

Highlight 7. Example of investigative strategy for groundwater - surface water interface

Consider this strategy if your site has:

•

Surface water and groundwater present

•

Potential for transport of contaminants from



one media to the other

•

Uncertainty in location of groundwater



discharge points in surface water

•

Incomplete CSM of the groundwater to surface



water interaction

Occupied
buildings

f Potential
source area of
DNAPLVOCs

General groundwater
flow direction

Downgradient
stream

Water table

Identified gaining
stream zone

Step 1: Gaining/losing stream assessment

•	Determine whether groundwater discharges to stream

•	Delineate length of gaining area in stream

Gaining

Losing

Drive-point piezometer

GW
SW

¦ SW
¦GW

Streambed
GW = groundwater / SW = surface water

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Potentiometric surface maps, developed from surface water- and groundwater-level data, are typically
used to delineate discharge areas' general location. More specific methods, including seepage meters,
thermal imaging, geophysical tools and quantitative dye tracer tests, may also be used to identify
specific discharge locations. Temperature has been effectively used to map locations of groundwater to
surface water discharge locations. Forward looking infrared cameras and distributed temperature
sensors using fiber optic cables are techniques that can be used to map discharge at a variety of scales
and optimize sediment, pore water and surface water sampling locations. This high-resolution, finer-
scale analysis is important because recent studies have shown that significant discharge areas can be
spatially complex, small and easily missed. Once the flow patterns have been established, the
contaminants' flux can be evaluated.

While traditional investigation approaches
using monitoring wells and depth-discrete
surface water sampling are useful tools, HRSC
techniques are also applicable for defining
contaminant flux along the flow paths and at
the suspected discharge points. High-
resolution site characterization is critical in
areas where contaminant flow may be at a
very fine scale, such as in fractured rock or
heterogeneous sediments. A large passive
sampler network can be cost effectively
deployed along stream banks and within the
surface water body sediment to rapidly
delineate the location and relative
concentrations of contaminants discharging into surface water bodies.

The groundwater and surface water interface environment is complex, with flow across the sediment
and water interface commonly changing direction and velocity, both temporally and spatially. The
contaminant flux can change in magnitude and direction, with changes in both surface water
temperature and stage; these changes require groundwater and surface water sample collections over
time and during different flow conditions.

Developing an accurate and complete CSM of the groundwater and surface water interaction is a
valuable tool when considering risk reduction options and remedial design. Discharge and flux
information can aid in natural attenuation assessment, or the design and optimal placement of wall and
curtain containment systems and engineered attenuation zones.

Advancing Your Knowledge: Resources and Training

Resources:

• EPA recommends the U.S. Geological Survey (USGS) document, Field techniques for estimating
water fluxes between surface water and ground water, https://pubs.usgs.gov/tm/04d02/. as a
practical compendium of methods for investigating the hydrologic characteristics of the
groundwater/surface water zone.

TOOL BOX

GROUNDWATER TO SURFACE WATER INTERACTIONS

•	HRSC techniques for groundwater component

•	Passive flux meter

•	Passive samplers

•	Mini-piezometers

•	Push point sampler

•	Forward looking infrared camera

•	Distributed temperature sensor

•	Multi-level bundle piezometers

•	Ground penetrating radar

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•	A joint publication EPA-USGS provides guidance on the application of passive samplers for
delineating volatile organic compounds in groundwater discharge areas and nine case studies.
https://pubs.usgs.gov/wri/wrir024186/pdf/wri024186.pdf

•	The proceedings of EPA's Ground-Water/Surface-Water Interactions Workshop includes information
on investigation methods and evaluation of the hydrological, chemical and ecological aspects of the
zone, https://www.epa.gov/sites/production/files/2015-06/documents/gwsw workshop.pdf

•	Forward looking infrared camera, http://water.usgs.gov/ogw/bgas/thermal-cam/

•	Distributed temperature sensor, http://water.usgs.gov/ogw/bgas/fiber-optics/

•	The SERDP and ESTCP are the DoD's environmental research programs, harnessing the latest science
and technology to improve DoD's environmental performance, reduce costs, and enhance and
sustain mission capabilities.

https://www.serdp-estcp.org/

•	Highlight 7. EPA. Best Practices for Site Characterization Throughout the Remediation Process
course. CERCLA Education Center. 2016.
https://trainex.org/offeringslist.cfm?courseid=1515&all=yes

Training:

•	Best Practices for Site Characterization Throughout the Remediation Process,
https://trainex.org/offeringslist.cfm?courseid=1515&all=ves

•	A Rapid Multi-Scale Approach for Characterizing Groundwater/Surface Water Interactions and
Evaluating Impacts on Contaminated Groundwater Discharge, NARPM 2014.

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Vapor Intrusion

Vapor intrusion is the migration of
hazardous vapor from a subsurface
contaminant source (groundwater, soil or
conduit) into an overlying structure.

Contaminants that typically lead to vapor
intrusion include chlorinated hydrocarbons,
petroleum hydrocarbons, and both
halogenated and non-halogenated volatile
organic compounds. Vapor intrusion pathways are generally assessed by collecting and evaluating
multiple lines of evidence through groundwater sampling, soil gas sampling, passive soil gas surveys,
sub-slab sampling and indoor air sampling. A complete vapor intrusion pathway indicates that there is
an opportunity for human exposure.

EPA recommends that the potential for human health risk from vapor intrusion be evaluated throughout
the project life cycle. There are different scenarios for vapor intrusion depending on characteristics of
the source, subsurface conditions and vapor migration, building susceptibility, lifestyle factors, and
regional climate. For these reasons, every site (and every building) will not warrant the same vapor
intrusion assessment approach. The best practice is to develop a strategic sampling program as early as
possible in the cleanup life cycle to ensure the remedial design addresses the vapor intrusion pathway.

EPA recognizes two general levels of vapor intrusion assessments; each can be approached strategically:

•	Preliminary assessments are conducted utilizing available and readily ascertainable information
to develop an initial understanding of the human health risk potential

o Typically performed as part of an initial site assessment
o Strategy is to focus on data that help define inclusion zones

•	Detailed investigations are generally recommended when the preliminary analysis indicates that
subsurface contamination with vapor-forming chemicals may be present underlying or near
buildings (buildings are within an inclusion zone)

o Typically performed as part of the site investigation stage but can be done at any time
o Strategy is to prioritize other lines of evidence necessary to complete detailed

investigations
o Account for spatial/temporal variations

Certain sites with long-term contaminated groundwater cleanups underway may be evaluated for vapor
intrusion during periodic reviews.

Sampling programs for vapor intrusion can be invasive to structure occupants, and will require
somewhat extensive community outreach efforts. Additionally, due to the highly site-specific nature of

Consider this strategy if your site has:

•	Subsurface source of vapor-forming chemicals
underneath or near buildings

•	Potential pathway for VOC inhalation exposure

•	Incomplete analysis of vapor intrusion pathway
in CSM

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vapor risk, an accurate CSM that
incorporates all aspects of the scenarios
stated above is needed to successfully
conduct the assessment. Temporal and
spatial variability of sampling data can
span at least an order-of-magnitude and
often more, and individual lines of
evidence may be inconsistent with other
lines of evidence. Assessment of multiple
lines of evidence may result in decisions
based on professional judgement. A well-
formulated strategic sampling approach
should identify the buildings that will
require mitigation, with mitigation
strategies only implemented at the
buildings that exceed risk thresholds.

Advancing Your Knowledge: Resources and Training
Resources:

•	In June 2015, EPA released a final vapor intrusion technical guide that describes a recommended
framework for assessing vapor intrusion. This comprehensive guide provides EPA's current technical
recommendations based on the most current understanding of vapor intrusion into indoor air from
subsurface vapor sources.

https://clu-in.org/download/issues/vi/VI-Tech-Guide-2015.pdf

•	The ITRC Vapor Intrusion Pathway Guidance is a practical, easy-to-read, how-to guideline for
assessing the vapor intrusion pathway and includes a companion guide that describes six different,
yet common, hypothetical vapor intrusion scenarios and the investigation approaches that might be
followed. https://clu-in.org/download/contaminantfocus/vi/ITRC%20VI-l.pdf

•	The SERDP and ESTCP are the DoD's environmental research programs, harnessing the latest
science and technology to improve DoD's environmental performance, reduce costs, and enhance
and sustain mission capabilities.

https://www.serdp-estcp.org/

•	Additional resources may be found on the CLU-IN Issues: Vapor Intrusion (provides many
links/guidance documents):

https://clu-in.org/issues/default.focus/sec/Vapor Intrusion/cat/Overview/

Training:

•	RPM 201, Vapor Intrusion module, https://trainex.org/offeringslist.cfm?courseid=1374

•	Vapor Intrusion 2014 Update, NARPM 2014.



TOOL BOX



VAPOR INTRUSION

•

Building assessment

•

Vapor source assessment

•

Indoor air sampling



o Evacuated canisters



o Sorbent samplers - active and passive

•

Outdoor air sampling



o Use methods akin to indoor air sampling

•

Sub-slab soil gas sampling



o Sampling probe(s)



o Evacuated canisters

•

Groundwater characterization and monitoring



o HRSC



o Monitoring well network

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Disclaimer

The use of these best management practices may require site-specific decisions to be made with input
from state, tribal, and/or local regulators and other oversight bodies. The document is neither a
substitute for regulations or policies, nor is it a regulation or EPA guidance document itself. In the event
of a conflict between the discussion in this document and any statute, regulation or policy, this
document would not be controlling and cannot be relied on to contradict or argue against any EPA
position taken administratively or in court. It does not impose legally binding requirements on the EPA
or the regulated community and might not apply to a particular situation based on the specific
circumstances. This document does not modify or supersede any existing EPA guidance document or
affect the Agency's enforcement discretion in any way

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