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	<id>https://www.enviro.wiki/api.php?action=feedcontributions&amp;feedformat=atom&amp;user=Rborden</id>
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	<updated>2026-04-20T11:42:14Z</updated>
	<subtitle>User contributions</subtitle>
	<generator>MediaWiki 1.31.1</generator>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Dr._Robert_Borden,_P.E.&amp;diff=12386</id>
		<title>Dr. Robert Borden, P.E.</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Dr._Robert_Borden,_P.E.&amp;diff=12386"/>
		<updated>2019-02-14T15:31:04Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Work and Contact Information */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;==Work and Contact Information==&lt;br /&gt;
EMPLOYER:  &lt;br /&gt;
&lt;br /&gt;
:EOS Remediation, LLC.&lt;br /&gt;
:1101 Nowell Road&amp;lt;br /&amp;gt;&lt;br /&gt;
:Raleigh, NC, 27607&amp;lt;br /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
EMAIL: [mailto:rcborden@eosremediation.com Rcborden@eosremediation.com]&lt;br /&gt;
&lt;br /&gt;
WEBPAGE: http://www4.ncsu.edu/~rcborden/&lt;br /&gt;
&lt;br /&gt;
==About the Contributor==&lt;br /&gt;
Dr. Borden serves as Editor-in-Chief for ENVIRO.wiki. Bob is an internationally recognized expert on monitored natural attenuation and in situ bioremediation.  At EOS Remediation, he leads new product development and provides technical support to our customers.  Bob also serves as Professor Emeritus of Civil, Construction and Environmental Engineering at North Carolina State University (NCSU) where he continues to conduct research and advise students.  &lt;br /&gt;
&lt;br /&gt;
==Article Contributions==&lt;br /&gt;
&lt;br /&gt;
*[[Bioremediation -  Anaerobic Secondary Water Quality Impacts]]&lt;br /&gt;
*[[Munitions Constituents]]&lt;br /&gt;
*[[Low pH Inhibition of Reductive Dechlorination]]&lt;br /&gt;
*[[Design Tool - Base Addition for ERD]]&lt;br /&gt;
*[[Emulsified Vegetable Oil (EVO) for Anaerobic Bioremediation]]&lt;br /&gt;
&lt;br /&gt;
__NOTOC__&lt;br /&gt;
&lt;br /&gt;
[[Category:Contributors|Borden]]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Main_Page&amp;diff=12224</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Main_Page&amp;diff=12224"/>
		<updated>2019-01-17T21:57:50Z</updated>

		<summary type="html">&lt;p&gt;Rborden: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&amp;lt;center&amp;gt;&lt;br /&gt;
{| class=&amp;quot;MainPageBG&amp;quot; style=&amp;quot;margin: auto; width: 95%; border-spacing:0px;&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
| style=&amp;quot;width:60%;&amp;quot; |&amp;lt;center&amp;gt;&amp;lt;span style=&amp;quot;font-size:175%; line-height: 0.2em; vertical-align:top;&amp;quot;&amp;gt;&amp;lt;span style=&amp;quot;color:#008566&amp;quot;&amp;gt;Welcome to &amp;#039;&amp;#039;&amp;#039;ENVIRO&amp;#039;&amp;#039;&amp;#039;&amp;lt;/span&amp;gt; &amp;lt;span style=&amp;quot;color:#762a87&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Wiki&amp;#039;&amp;#039;&amp;#039;&amp;lt;/span&amp;gt;&amp;lt;/span&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;span style=&amp;quot;font-size:150%; color:#008566; line-height: 0.2em; vertical-align:top;&amp;quot;&amp;gt; Peer Reviewed.  Accessible.  Written By Experts&amp;lt;/span&amp;gt;&amp;lt;/center&amp;gt;&lt;br /&gt;
| style=&amp;quot;width:45%;&amp;quot; |&amp;lt;center&amp;gt;&amp;lt;span style=&amp;quot;font-size:110%;&amp;quot;&amp;gt; &amp;#039;&amp;#039;Developed and brought to you by &amp;#039;&amp;#039; &amp;lt;br&amp;gt;[[File:MainLogo-serdp-estcp.png|link=https://www.serdp-estcp.org |frameless|center|350px]]&amp;lt;/span&amp;gt;&amp;lt;/center&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
| &amp;lt;span style=&amp;quot;line-height: 0.3em;&amp;quot;&amp;gt; The goal of the ENVIRO.wiki is to make scientific and engineering research results more accessible to the target audience, facilitating the permitting, design and implementation of environmental projects.  Articles are written and edited by invited experts (see [[:Category:Contributors|Contributors]]) to summarize current knowledge for environmental professionals on an array of topics, with cross-linked references to reports and technical literature. &amp;lt;/span&amp;gt;&lt;br /&gt;
|&amp;lt;center&amp;gt;&amp;lt;span style=&amp;quot;font-size:110%&amp;quot;&amp;gt;&amp;#039;&amp;#039;Your Environmental Information Gateway &amp;#039;&amp;#039;&amp;lt;/span&amp;gt;&amp;lt;/center&amp;gt; &lt;br /&gt;
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&amp;lt;/center&amp;gt;&lt;br /&gt;
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{| role=&amp;quot;presentation&amp;quot; id=&amp;quot;mp-upper&amp;quot; style=&amp;quot;margin: auto; width: 95%; margin-top:3px; border-spacing: 0px; &amp;quot;&lt;br /&gt;
&amp;lt;!--        TODAY&amp;#039;S FEATURED ARTICLE        --&amp;gt;&lt;br /&gt;
| id=&amp;quot;mp-left&amp;quot; class=&amp;quot;MainPageBG&amp;quot; style=&amp;quot;width:60%; padding:0; vertical-align:top; color:#000;&amp;quot; |&lt;br /&gt;
&amp;lt;h2 id=&amp;quot;mp-tfa-h2&amp;quot; style=&amp;quot;margin:0.5em; background:#cef2e0; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; color:#000; padding:0.2em 0.4em;&amp;quot;&amp;gt;Featured article / Biodegradation - Hydrocarbons&amp;lt;/h2&amp;gt;&lt;br /&gt;
&amp;lt;div id=&amp;quot;mp-tfa&amp;quot; style=&amp;quot;padding:0.0em 0.5em;&amp;quot;&amp;gt;[[File:Edwards Article 1-figure 1.PNG|200 px|left|]]&amp;lt;dailyfeaturedpage&amp;gt; &amp;lt;/dailyfeaturedpage&amp;gt;&amp;lt;/br&amp;gt;&lt;br /&gt;
[[Biodegradation - Hydrocarbons|(Full article...)]]&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
| style=&amp;quot;border:1px solid transparent;&amp;quot; |&lt;br /&gt;
&lt;br /&gt;
&amp;lt;!--        Enviro WIKI Highlight        --&amp;gt;&lt;br /&gt;
| id=&amp;quot;mp-right&amp;quot; class=&amp;quot;MainPageBG&amp;quot; style=&amp;quot;width:40%; padding:0; horizontal-align:center; vertical-align:top;&amp;quot; |&lt;br /&gt;
&amp;lt;h2 id=&amp;quot;mp-itn-h2&amp;quot; style=&amp;quot;margin:0.5em; background:#cedff2; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3b0bf; color:#000; padding:0.2em 0.4em;&amp;quot;&amp;gt;Enviro Wiki Highlights&amp;lt;/h2&amp;gt;&lt;br /&gt;
&amp;lt;div id=&amp;quot;mp-itn&amp;quot; style=&amp;quot;padding:0.0em 0.5em;&amp;quot;&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;slideshow sequence=&amp;quot;random&amp;quot; transition=&amp;quot;fade&amp;quot; refresh=&amp;quot;10000&amp;quot;&amp;gt;&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture1.PNG|thumb|center|x350px|link=Dispersion and Diffusion|Molecular diffusion slowly transports solutes into clay-rich, lower permeability zones&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture2.PNG|thumb|center|x350px|link=Subgrade Biogeochemical Reactor (SBGR)|Typical subgrade biogeochemical reactor (SBGR) layout. The SBGR is an in situ remediation technology for treatment of contaminated source areas and groundwater plume hot spots&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture3.PNG|thumb|center|x350px|link=Direct Push Logging|An Hydraulic Profiling Tool (HPT) log with electrical conductivity (EC) on left, injection pressure in middle, and flow rate on the right&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture4.PNG|thumb|center|x350px|link=PH Buffering in Aquifers|Diagram of mineral surface exchanging hydrogen ions with varying pH. The surface of most aquifer minerals carries an electrical charge that varies with pH&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture5.PNG|thumb|center|x350px|link=Biodegradation - Hydrocarbons|Comparison of the longitudinal redox zonation concept (A) and the plume fringe concept (B). Both concepts describe the spatial distribution of electron acceptors and respiration processes in a hydrocarbon contaminant plume&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture6.PNG|thumb|center|x350px|link=Direct Push Logging|Schematic of an Hydraulic Profiling Tool (HPT) probe. HPT were developed to better understand formation permeability and the distribution of permeable and low permeability zones in unconsolidated formations&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture7.PNG|thumb|center|x350px|link=Chemical Oxidation Design Considerations(In Situ - ISCO)|In situ chemical oxidation using (a) direct-push injection probes or (b) well-to-well flushing to delivery oxidants (shown in blue) into a target treatment zone of groundwater contaminated by dense nonaqueous phase liquid compounds (shown in red)&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture8.PNG|thumb|center|x350px|link=Geophysical Methods - Case_Studies|High-resolution 3D cross-borehole electrical imaging of contaminated fractured rock at the former Naval Air Warfare Center in New Jersey. Cross-borehole resistivity tomography imaging is a geophysical technique that can be used for site characterization and monitoring by observing variations in the electrical properties of subsurface materials]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture9.PNG|thumb|center|x350px|link=Stable_Isotope_Probing_(SIP)|Stable isotope probing (SIP) in use: Loading, deployment and recovery of Bio-Trap® passive sampler with 13C-labeled benzene. Stable isotope probing (SIP) is used to conclusively determine whether in situ biodegradation of a contaminant is occurring&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture10.PNG|thumb|center|x350px|link=1,2,3-Trichloropropane|Summary of anticipated, primary reaction pathways for degradation of 1,2,3-Trichloropropane (TCP). TCP is a man-made chemical that was used in the past primarily as a solvent and extractive agent, a paint and varnish remover, and as a cleaning and degreasing agent&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture11.PNG|thumb|center|x350px|link=Monitored Natural Attenuation (MNA) of Fuels|Distribution of BTEX plume lengths from 604 hydrocarbon sites. Monitored Natural Attenuation (MNA) is one of the most commonly used remediation approaches for groundwater contaminated with petroleum hydrocarbons (PHCs) and certain fuel additives such as fuel oxygenates or lead scavengers]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture12.PNG|thumb|center|x350px|link=Groundwater Sampling - No-Purge/Passive|No-purge and passive sampling methods eliminate the pre-purging step for groundwater sample collection and represent alternatives to conventional sampling methods that rely on low-flow purging of a well prior to collection. The Snap SamplerTM is an example of a passive grab sampler]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture13.PNG|thumb|center|x350px|link=Natural Source Zone Depletion (NSZD)|Conceptualization of Vapor Transport-related Natural Source Zone Depletion (NSZD) processes at a Petroleum Release Site&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture14.PNG|thumb|center|x350px|link=Soil Vapor Extraction (SVE)|Conceptual diagram of basic Soil Vapor Extraction (SVE) system for vadose zone remediation. (SVE) is a common and typically effective physical treatment process for remediation of volatile contaminants in vadose zone (unsaturated) soils&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture15.PNG|thumb|center|x350px|link=Emulsified Vegetable Oil (EVO) for Anaerobic Bioremediation|Emulsified Vegetable Oil (EVO) mixed in field during early pilot test. EVO is commonly added as a slowly fermentable substrate to stimulate the in situ anaerobic bioremediation of chlorinated solvents, explosives, perchlorate, chromate, and other contaminants&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&amp;lt;/slideshow&amp;gt;&amp;lt;/div&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
{| id=&amp;quot;mp-upper&amp;quot; style=&amp;quot;width: 95%; margin:3px 0 0 0; &amp;quot;&lt;br /&gt;
| class=&amp;quot;MainPageBG&amp;quot; style=&amp;quot;width:50%; background:#f5faff; vertical-align:top; color:#000;&amp;quot; |&lt;br /&gt;
{| id=&amp;quot;mp-left&amp;quot; style=&amp;quot;width:100%; vertical-align:top; background:#f9f9f9;&amp;quot;&lt;br /&gt;
| style=&amp;quot;padding:2px;&amp;quot; |&amp;lt;h2 id=&amp;quot;mp-tfa-h2_2&amp;quot; style=&amp;quot;margin:3px; background:#cef2e0; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; text-align:center; color:#000; padding:0.2em 0.4em;&amp;quot;&amp;gt;Table of Contents &amp;lt;span style=&amp;quot;font-size:85%; font-weight:bold;&amp;quot;&amp;gt;&amp;lt;/span&amp;gt;&amp;lt;/h2&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Transport &amp;amp; Attenuation Processes | Attenuation &amp;amp; Transport Processes]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation - Hydrocarbons]] &lt;br /&gt;
*[[Biodegradation - Reductive Processes]]&lt;br /&gt;
*[[Biodegradation - Cometabolic|Cometabolism]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Metals and Metalloids - Mobility in Groundwater | Mobility of Metals and Metalloids]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
*[[Vapor Intrusion (VI)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Characterization, Assessment &amp;amp; Monitoring]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Compound Specific Isotope Analysis (CSIA)|Compound Specific Isotope Analysis (CSIA)]]&lt;br /&gt;
*[[Direct Push (DP) Technology]]&lt;br /&gt;
**[[Direct Push Logging | DP Logging]]&lt;br /&gt;
**[[Direct Push Sampling | DP Sampling]]&lt;br /&gt;
*[[Geophysical Methods | Geophysical Methods]]&lt;br /&gt;
**[[Geophysical Methods - Case Studies | Case Studies]]&lt;br /&gt;
*[[Groundwater Sampling - No-Purge/Passive]] &lt;br /&gt;
*[[Long-Term Monitoring (LTM)|Long-Term Monitoring (LTM)]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) - Data Analysis | LTM Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) - Data Variability | LTM Data Variability]]&lt;br /&gt;
*[[Molecular Biological Tools - MBTs | Molecular Biological Tools (MBTs)]]&lt;br /&gt;
**[[Metagenomics]]&lt;br /&gt;
**[[Quantitative Polymerase Chain Reaction (qPCR)]]&lt;br /&gt;
**[[Stable Isotope Probing (SIP)]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
|style=&amp;quot;width:33%; vertical-align:top; &amp;quot;|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Soil &amp;amp; Groundwater Contaminants]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Chlorinated Solvents]]&lt;br /&gt;
*[[Metal and Metalloid Contaminants|Metals and Metalloids]]&lt;br /&gt;
*[[Perchlorate|Perchlorate]]&lt;br /&gt;
*[[Perfluoroalkyl and Polyfluoroalkyl Substances (PFAS)|PFAS]]&lt;br /&gt;
*[[Polycyclic Aromatic Hydrocarbons (PAHs)]]&lt;br /&gt;
*[[1,2,3-Trichloropropane|Trichloropropane (TCP)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Munitions Constituents]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Munitions Constituents - Deposition | Deposition]]&lt;br /&gt;
*[[Munitions Constituents - Dissolution | Dissolution]]&lt;br /&gt;
*[[Munitions Constituents - Sorption | Sorption]]&lt;br /&gt;
*[[Munitions Constituents - IM Toxicology | Toxicology]]&lt;br /&gt;
*[[Munitions Constituents- TREECS™ Fate and Risk Modeling|TREECS™]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Monitored Natural Attenuation (MNA)]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Metal and Metalloids| MNA of Metals and Metalloids]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Fuels| MNA of Petroleum Hydrocarbons]]&lt;br /&gt;
*[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Regulatory Issues and Site Management]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Alternative Endpoints]]&lt;br /&gt;
*[[Mass Flux and Mass Discharge]]&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
&lt;br /&gt;
|style=&amp;quot;width:33%; vertical-align:top; &amp;quot;|&lt;br /&gt;
&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Remediation Technologies]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Bioremediation - Anaerobic|Anaerobic Bioremediation]]&lt;br /&gt;
**[[Bioremediation - Anaerobic Design Considerations | Design Considerations]]&lt;br /&gt;
**[[Design Tool - Base Addition for ERD]]&lt;br /&gt;
**[[Emulsified Vegetable Oil (EVO) for Anaerobic Bioremediation]]&lt;br /&gt;
**[[Low pH Inhibition of Reductive Dechlorination]]&lt;br /&gt;
**[[Bioremediation - Anaerobic Secondary Water Quality Impacts | Secondary Water Quality Impacts]]&lt;br /&gt;
*[[Chemical Oxidation (In Situ - ISCO) | In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[Chemical Oxidation Design Considerations(In Situ - ISCO) | Design Considerations]]&lt;br /&gt;
**[[Chemical Oxidation Oxidant Selection (In Situ - ISCO) | Oxidant Selection]]&lt;br /&gt;
*[[Chemical Reduction (In Situ - ISCR) | In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
**[[Zerovalent Iron (ZVI) (Chemical Reduction - ISCR) | Zero-Valent Iron (ZVI)]]&lt;br /&gt;
*[[Injection Techniques - Viscosity Modification]]&lt;br /&gt;
*[[Landfarming]]&lt;br /&gt;
*[[Injection Techniques for Liquid Amendments|Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Metal and Metalloids - Remediation | Remediation of Metals and Metalloids]]&lt;br /&gt;
*[[Remediation Performance Assessment at Chlorinated Solvent Sites]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Subgrade Biogeochemical Reactor (SBGR)]]&lt;br /&gt;
*[[Thermal Remediation]]&lt;br /&gt;
**[[Thermal Remediation - Combined Remedies | Combined Remedies]]&lt;br /&gt;
**[[Thermal Remediation - Desorption | Desorption]]&lt;br /&gt;
**[[Thermal Remediation - Electrical Resistance Heating | Electrical Resistance Heating]]&lt;br /&gt;
**[[Thermal Remediation - Smoldering | Smoldering]]&lt;br /&gt;
**[[Thermal Remediation - Steam | Steam]]&lt;br /&gt;
|}&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Main_Page&amp;diff=12220</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Main_Page&amp;diff=12220"/>
		<updated>2019-01-15T22:10:32Z</updated>

		<summary type="html">&lt;p&gt;Rborden: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&amp;lt;center&amp;gt;&lt;br /&gt;
{| class=&amp;quot;MainPageBG&amp;quot; style=&amp;quot;margin: auto; width: 95%; border-spacing:0px;&amp;quot;&lt;br /&gt;
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| style=&amp;quot;width:60%;&amp;quot; |&amp;lt;center&amp;gt;&amp;lt;span style=&amp;quot;font-size:200%; line-height: 0.3em; vertical-align:top;&amp;quot;&amp;gt;&amp;lt;span style=&amp;quot;color:#008566&amp;quot;&amp;gt;Welcome to &amp;#039;&amp;#039;&amp;#039;ENVIRO&amp;#039;&amp;#039;&amp;#039;&amp;lt;/span&amp;gt; &amp;lt;span style=&amp;quot;color:#762a87&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Wiki&amp;#039;&amp;#039;&amp;#039;&amp;lt;/span&amp;gt;&amp;lt;/span&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;span style=&amp;quot;font-size:170%; color:#008566; line-height: 0.3em; vertical-align:top;&amp;quot;&amp;gt; Peer Reviewed.  Accessible.  Written By Experts&amp;lt;/span&amp;gt;&amp;lt;/center&amp;gt;&lt;br /&gt;
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&amp;lt;!--        TODAY&amp;#039;S FEATURED ARTICLE        --&amp;gt;&lt;br /&gt;
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[[Biodegradation - Hydrocarbons|(Full article...)]]&amp;lt;/div&amp;gt;&lt;br /&gt;
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[[File:WH Picture1.PNG|thumb|center|x350px|link=Dispersion and Diffusion|Molecular diffusion slowly transports solutes into clay-rich, lower permeability zones&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture2.PNG|thumb|center|x350px|link=Subgrade Biogeochemical Reactor (SBGR)|Typical subgrade biogeochemical reactor (SBGR) layout. The SBGR is an in situ remediation technology for treatment of contaminated source areas and groundwater plume hot spots&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture3.PNG|thumb|center|x350px|link=Direct Push Logging|An Hydraulic Profiling Tool (HPT) log with electrical conductivity (EC) on left, injection pressure in middle, and flow rate on the right&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture4.PNG|thumb|center|x350px|link=PH Buffering in Aquifers|Diagram of mineral surface exchanging hydrogen ions with varying pH. The surface of most aquifer minerals carries an electrical charge that varies with pH&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture5.PNG|thumb|center|x350px|link=Biodegradation - Hydrocarbons|Comparison of the longitudinal redox zonation concept (A) and the plume fringe concept (B). Both concepts describe the spatial distribution of electron acceptors and respiration processes in a hydrocarbon contaminant plume&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture6.PNG|thumb|center|x350px|link=Direct Push Logging|Schematic of an Hydraulic Profiling Tool (HPT) probe. HPT were developed to better understand formation permeability and the distribution of permeable and low permeability zones in unconsolidated formations&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture7.PNG|thumb|center|x350px|link=Chemical Oxidation Design Considerations(In Situ - ISCO)|In situ chemical oxidation using (a) direct-push injection probes or (b) well-to-well flushing to delivery oxidants (shown in blue) into a target treatment zone of groundwater contaminated by dense nonaqueous phase liquid compounds (shown in red)&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture8.PNG|thumb|center|x350px|link=Geophysical Methods - Case_Studies|High-resolution 3D cross-borehole electrical imaging of contaminated fractured rock at the former Naval Air Warfare Center in New Jersey. Cross-borehole resistivity tomography imaging is a geophysical technique that can be used for site characterization and monitoring by observing variations in the electrical properties of subsurface materials]]&lt;br /&gt;
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[[File:WH Picture9.PNG|thumb|center|x350px|link=Stable_Isotope_Probing_(SIP)|Stable isotope probing (SIP) in use: Loading, deployment and recovery of Bio-Trap® passive sampler with 13C-labeled benzene. Stable isotope probing (SIP) is used to conclusively determine whether in situ biodegradation of a contaminant is occurring&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture10.PNG|thumb|center|x350px|link=1,2,3-Trichloropropane|Summary of anticipated, primary reaction pathways for degradation of 1,2,3-Trichloropropane (TCP). TCP is a man-made chemical that was used in the past primarily as a solvent and extractive agent, a paint and varnish remover, and as a cleaning and degreasing agent&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture11.PNG|thumb|center|x350px|link=Monitored Natural Attenuation (MNA) of Fuels|Distribution of BTEX plume lengths from 604 hydrocarbon sites. Monitored Natural Attenuation (MNA) is one of the most commonly used remediation approaches for groundwater contaminated with petroleum hydrocarbons (PHCs) and certain fuel additives such as fuel oxygenates or lead scavengers]]&lt;br /&gt;
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[[File:WH Picture12.PNG|thumb|center|x350px|link=Groundwater Sampling - No-Purge/Passive|No-purge and passive sampling methods eliminate the pre-purging step for groundwater sample collection and represent alternatives to conventional sampling methods that rely on low-flow purging of a well prior to collection. The Snap SamplerTM is an example of a passive grab sampler]]&lt;br /&gt;
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[[File:WH Picture13.PNG|thumb|center|x350px|link=Natural Source Zone Depletion (NSZD)|Conceptualization of Vapor Transport-related Natural Source Zone Depletion (NSZD) processes at a Petroleum Release Site&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture14.PNG|thumb|center|x350px|link=Soil Vapor Extraction (SVE)|Conceptual diagram of basic Soil Vapor Extraction (SVE) system for vadose zone remediation. (SVE) is a common and typically effective physical treatment process for remediation of volatile contaminants in vadose zone (unsaturated) soils&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture15.PNG|thumb|center|x350px|link=Emulsified Vegetable Oil (EVO) for Anaerobic Bioremediation|Emulsified Vegetable Oil (EVO) mixed in field during early pilot test. EVO is commonly added as a slowly fermentable substrate to stimulate the in situ anaerobic bioremediation of chlorinated solvents, explosives, perchlorate, chromate, and other contaminants&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&amp;lt;/slideshow&amp;gt;&amp;lt;/div&amp;gt;&lt;br /&gt;
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{| id=&amp;quot;mp-left&amp;quot; style=&amp;quot;width:100%; vertical-align:top; background:#f9f9f9;&amp;quot;&lt;br /&gt;
| style=&amp;quot;padding:2px;&amp;quot; |&amp;lt;h2 id=&amp;quot;mp-tfa-h2_2&amp;quot; style=&amp;quot;margin:3px; background:#cef2e0; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; text-align:center; color:#000; padding:0.2em 0.4em;&amp;quot;&amp;gt;Table of Contents &amp;lt;span style=&amp;quot;font-size:85%; font-weight:bold;&amp;quot;&amp;gt;&amp;lt;/span&amp;gt;&amp;lt;/h2&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Transport &amp;amp; Attenuation Processes | Attenuation &amp;amp; Transport Processes]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation - Hydrocarbons]] &lt;br /&gt;
*[[Biodegradation - Reductive Processes]]&lt;br /&gt;
*[[Biodegradation - Cometabolic|Cometabolism]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Metals and Metalloids - Mobility in Groundwater | Mobility of Metals and Metalloids]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
*[[Vapor Intrusion (VI)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Characterization, Assessment &amp;amp; Monitoring]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Compound Specific Isotope Analysis (CSIA)|Compound Specific Isotope Analysis (CSIA)]]&lt;br /&gt;
*[[Direct Push (DP) Technology]]&lt;br /&gt;
**[[Direct Push Logging | DP Logging]]&lt;br /&gt;
**[[Direct Push Sampling | DP Sampling]]&lt;br /&gt;
*[[Geophysical Methods | Geophysical Methods]]&lt;br /&gt;
**[[Geophysical Methods - Case Studies | Case Studies]]&lt;br /&gt;
*[[Groundwater Sampling - No-Purge/Passive]] &lt;br /&gt;
*[[Long-Term Monitoring (LTM)|Long-Term Monitoring (LTM)]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) - Data Analysis | LTM Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) - Data Variability | LTM Data Variability]]&lt;br /&gt;
*[[Molecular Biological Tools - MBTs | Molecular Biological Tools (MBTs)]]&lt;br /&gt;
**[[Metagenomics]]&lt;br /&gt;
**[[Quantitative Polymerase Chain Reaction (qPCR)]]&lt;br /&gt;
**[[Stable Isotope Probing (SIP)]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
|style=&amp;quot;width:33%; vertical-align:top; &amp;quot;|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Soil &amp;amp; Groundwater Contaminants]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Chlorinated Solvents]]&lt;br /&gt;
*[[Metal and Metalloid Contaminants|Metals and Metalloids]]&lt;br /&gt;
*[[Perchlorate|Perchlorate]]&lt;br /&gt;
*[[Perfluoroalkyl and Polyfluoroalkyl Substances (PFAS)|PFAS]]&lt;br /&gt;
*[[Polycyclic Aromatic Hydrocarbons (PAHs)]]&lt;br /&gt;
*[[1,2,3-Trichloropropane|Trichloropropane (TCP)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Munitions Constituents]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Munitions Constituents - Deposition | Deposition]]&lt;br /&gt;
*[[Munitions Constituents - Dissolution | Dissolution]]&lt;br /&gt;
*[[Munitions Constituents - Sorption | Sorption]]&lt;br /&gt;
*[[Munitions Constituents - IM Toxicology | Toxicology]]&lt;br /&gt;
*[[Munitions Constituents- TREECS™ Fate and Risk Modeling|TREECS™]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Monitored Natural Attenuation (MNA)]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Metal and Metalloids| MNA of Metals and Metalloids]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Fuels| MNA of Petroleum Hydrocarbons]]&lt;br /&gt;
*[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Regulatory Issues and Site Management]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Alternative Endpoints]]&lt;br /&gt;
*[[Mass Flux and Mass Discharge]]&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
&lt;br /&gt;
|style=&amp;quot;width:33%; vertical-align:top; &amp;quot;|&lt;br /&gt;
&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Remediation Technologies]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Bioremediation - Anaerobic|Anaerobic Bioremediation]]&lt;br /&gt;
**[[Bioremediation - Anaerobic Design Considerations | Design Considerations]]&lt;br /&gt;
**[[Design Tool - Base Addition for ERD]]&lt;br /&gt;
**[[Emulsified Vegetable Oil (EVO) for Anaerobic Bioremediation]]&lt;br /&gt;
**[[Low pH Inhibition of Reductive Dechlorination]]&lt;br /&gt;
**[[Bioremediation - Anaerobic Secondary Water Quality Impacts | Secondary Water Quality Impacts]]&lt;br /&gt;
*[[Chemical Oxidation (In Situ - ISCO) | In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[Chemical Oxidation Design Considerations(In Situ - ISCO) | Design Considerations]]&lt;br /&gt;
**[[Chemical Oxidation Oxidant Selection (In Situ - ISCO) | Oxidant Selection]]&lt;br /&gt;
*[[Chemical Reduction (In Situ - ISCR) | In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
**[[Zerovalent Iron (ZVI) (Chemical Reduction - ISCR) | Zero-Valent Iron (ZVI)]]&lt;br /&gt;
*[[Injection Techniques - Viscosity Modification]]&lt;br /&gt;
*[[Landfarming]]&lt;br /&gt;
*[[Injection Techniques for Liquid Amendments|Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Metal and Metalloids - Remediation | Remediation of Metals and Metalloids]]&lt;br /&gt;
*[[Remediation Performance Assessment at Chlorinated Solvent Sites]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Subgrade Biogeochemical Reactor (SBGR)]]&lt;br /&gt;
*[[Thermal Remediation]]&lt;br /&gt;
**[[Thermal Remediation - Combined Remedies | Combined Remedies]]&lt;br /&gt;
**[[Thermal Remediation - Desorption | Desorption]]&lt;br /&gt;
**[[Thermal Remediation - Electrical Resistance Heating | Electrical Resistance Heating]]&lt;br /&gt;
**[[Thermal Remediation - Smoldering | Smoldering]]&lt;br /&gt;
**[[Thermal Remediation - Steam | Steam]]&lt;br /&gt;
|}&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Main_Page&amp;diff=12219</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Main_Page&amp;diff=12219"/>
		<updated>2019-01-14T21:45:18Z</updated>

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| id=&amp;quot;mp-right&amp;quot; class=&amp;quot;MainPageBG&amp;quot; style=&amp;quot;width:40%; padding:0; horizontal-align:center; vertical-align:top;&amp;quot; |&lt;br /&gt;
&amp;lt;h2 id=&amp;quot;mp-itn-h2&amp;quot; style=&amp;quot;margin:0.5em; background:#cedff2; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3b0bf; color:#000; padding:0.2em 0.4em;&amp;quot;&amp;gt;Enviro Wiki Highlights&amp;lt;/h2&amp;gt;&lt;br /&gt;
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&amp;lt;slideshow sequence=&amp;quot;random&amp;quot; transition=&amp;quot;fade&amp;quot; refresh=&amp;quot;10000&amp;quot;&amp;gt;&lt;br /&gt;
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[[File:WH Picture1.PNG|thumb|center|x350px|link=Dispersion and Diffusion|Molecular diffusion slowly transports solutes into clay-rich, lower permeability zones&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture2.PNG|thumb|center|x350px|link=Subgrade Biogeochemical Reactor (SBGR)|Typical subgrade biogeochemical reactor (SBGR) layout. The SBGR is an in situ remediation technology for treatment of contaminated source areas and groundwater plume hot spots&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture3.PNG|thumb|center|x350px|link=Direct Push Logging|An Hydraulic Profiling Tool (HPT) log with electrical conductivity (EC) on left, injection pressure in middle, and flow rate on the right&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture4.PNG|thumb|center|x350px|link=PH Buffering in Aquifers|Diagram of mineral surface exchanging hydrogen ions with varying pH. The surface of most aquifer minerals carries an electrical charge that varies with pH&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture5.PNG|thumb|center|x350px|link=Biodegradation - Hydrocarbons|Comparison of the longitudinal redox zonation concept (A) and the plume fringe concept (B). Both concepts describe the spatial distribution of electron acceptors and respiration processes in a hydrocarbon contaminant plume&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture6.PNG|thumb|center|x350px|link=Direct Push Logging|Schematic of an Hydraulic Profiling Tool (HPT) probe. HPT were developed to better understand formation permeability and the distribution of permeable and low permeability zones in unconsolidated formations&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture7.PNG|thumb|center|x350px|link=Chemical Oxidation Design Considerations(In Situ - ISCO)|In situ chemical oxidation using (a) direct-push injection probes or (b) well-to-well flushing to delivery oxidants (shown in blue) into a target treatment zone of groundwater contaminated by dense nonaqueous phase liquid compounds (shown in red)&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture8.PNG|thumb|center|x350px|link=Geophysical Methods - Case_Studies|High-resolution 3D cross-borehole electrical imaging of contaminated fractured rock at the former Naval Air Warfare Center in New Jersey. Cross-borehole resistivity tomography imaging is a geophysical technique that can be used for site characterization and monitoring by observing variations in the electrical properties of subsurface materials]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture9.PNG|thumb|center|x350px|link=Stable_Isotope_Probing_(SIP)|Stable isotope probing (SIP) in use: Loading, deployment and recovery of Bio-Trap® passive sampler with 13C-labeled benzene. Stable isotope probing (SIP) is used to conclusively determine whether in situ biodegradation of a contaminant is occurring&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&lt;br /&gt;
[[File:WH Picture10.PNG|thumb|center|x350px|link=1,2,3-Trichloropropane|Summary of anticipated, primary reaction pathways for degradation of 1,2,3-Trichloropropane (TCP). TCP is a man-made chemical that was used in the past primarily as a solvent and extractive agent, a paint and varnish remover, and as a cleaning and degreasing agent&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture11.PNG|thumb|center|x350px|link=Monitored Natural Attenuation (MNA) of Fuels|Distribution of BTEX plume lengths from 604 hydrocarbon sites. Monitored Natural Attenuation (MNA) is one of the most commonly used remediation approaches for groundwater contaminated with petroleum hydrocarbons (PHCs) and certain fuel additives such as fuel oxygenates or lead scavengers]]&lt;br /&gt;
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[[File:WH Picture12.PNG|thumb|center|x350px|link=Groundwater Sampling - No-Purge/Passive|No-purge and passive sampling methods eliminate the pre-purging step for groundwater sample collection and represent alternatives to conventional sampling methods that rely on low-flow purging of a well prior to collection. The Snap SamplerTM is an example of a passive grab sampler]]&lt;br /&gt;
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[[File:WH Picture13.PNG|thumb|center|x350px|link=Natural Source Zone Depletion (NSZD)|Conceptualization of Vapor Transport-related Natural Source Zone Depletion (NSZD) processes at a Petroleum Release Site&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture14.PNG|thumb|center|x350px|link=Soil Vapor Extraction (SVE)|Conceptual diagram of basic Soil Vapor Extraction (SVE) system for vadose zone remediation. (SVE) is a common and typically effective physical treatment process for remediation of volatile contaminants in vadose zone (unsaturated) soils&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
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[[File:WH Picture15.PNG|thumb|center|x350px|link=Emulsified Vegetable Oil (EVO) for Anaerobic Bioremediation|Emulsified Vegetable Oil (EVO) mixed in field during early pilot test. EVO is commonly added as a slowly fermentable substrate to stimulate the in situ anaerobic bioremediation of chlorinated solvents, explosives, perchlorate, chromate, and other contaminants&amp;lt;br/&amp;gt;&amp;lt;br/&amp;gt;]]&lt;br /&gt;
&amp;lt;/slideshow&amp;gt;&amp;lt;/div&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
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{| id=&amp;quot;mp-upper&amp;quot; style=&amp;quot;width: 95%; margin:3px 0 0 0; &amp;quot;&lt;br /&gt;
| class=&amp;quot;MainPageBG&amp;quot; style=&amp;quot;width:50%; background:#f5faff; vertical-align:top; color:#000;&amp;quot; |&lt;br /&gt;
{| id=&amp;quot;mp-left&amp;quot; style=&amp;quot;width:100%; vertical-align:top; background:#f9f9f9;&amp;quot;&lt;br /&gt;
| style=&amp;quot;padding:2px;&amp;quot; |&amp;lt;h2 id=&amp;quot;mp-tfa-h2_2&amp;quot; style=&amp;quot;margin:3px; background:#cef2e0; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; text-align:center; color:#000; padding:0.2em 0.4em;&amp;quot;&amp;gt;Table of Contents &amp;lt;span style=&amp;quot;font-size:85%; font-weight:bold;&amp;quot;&amp;gt;&amp;lt;/span&amp;gt;&amp;lt;/h2&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Transport &amp;amp; Attenuation Processes | Attenuation &amp;amp; Transport Processes]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation - Hydrocarbons]] &lt;br /&gt;
*[[Biodegradation - Reductive Processes]]&lt;br /&gt;
*[[Biodegradation - Cometabolic|Cometabolism]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Metals and Metalloids - Mobility in Groundwater | Mobility of Metals and Metalloids]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
*[[Vapor Intrusion (VI)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Characterization, Assessment &amp;amp; Monitoring]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Compound Specific Isotope Analysis (CSIA)|Compound Specific Isotope Analysis (CSIA)]]&lt;br /&gt;
*[[Direct Push (DP) Technology]]&lt;br /&gt;
**[[Direct Push Logging | DP Logging]]&lt;br /&gt;
**[[Direct Push Sampling | DP Sampling]]&lt;br /&gt;
*[[Geophysical Methods | Geophysical Methods]]&lt;br /&gt;
**[[Geophysical Methods - Case Studies | Case Studies]]&lt;br /&gt;
*[[Groundwater Sampling - No-Purge/Passive]] &lt;br /&gt;
*[[Long-Term Monitoring (LTM)|Long-Term Monitoring (LTM)]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) - Data Analysis | LTM Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) - Data Variability | LTM Data Variability]]&lt;br /&gt;
*[[Molecular Biological Tools - MBTs | Molecular Biological Tools (MBTs)]]&lt;br /&gt;
**[[Metagenomics]]&lt;br /&gt;
**[[Quantitative Polymerase Chain Reaction (qPCR)]]&lt;br /&gt;
**[[Stable Isotope Probing (SIP)]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
|style=&amp;quot;width:33%; vertical-align:top; &amp;quot;|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Soil &amp;amp; Groundwater Contaminants]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Chlorinated Solvents]]&lt;br /&gt;
*[[Metal and Metalloid Contaminants|Metals and Metalloids]]&lt;br /&gt;
*[[Perchlorate|Perchlorate]]&lt;br /&gt;
*[[Perfluoroalkyl and Polyfluoroalkyl Substances (PFAS)|PFAS]]&lt;br /&gt;
*[[Polycyclic Aromatic Hydrocarbons (PAHs)]]&lt;br /&gt;
*[[1,2,3-Trichloropropane|Trichloropropane (TCP)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Munitions Constituents]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Munitions Constituents - Deposition | Deposition]]&lt;br /&gt;
*[[Munitions Constituents - Dissolution | Dissolution]]&lt;br /&gt;
*[[Munitions Constituents - Sorption | Sorption]]&lt;br /&gt;
*[[Munitions Constituents - IM Toxicology | Toxicology]]&lt;br /&gt;
*[[Munitions Constituents- TREECS™ Fate and Risk Modeling|TREECS™]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Monitored Natural Attenuation (MNA)]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Metal and Metalloids| MNA of Metals and Metalloids]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Fuels| MNA of Petroleum Hydrocarbons]]&lt;br /&gt;
*[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Regulatory Issues and Site Management]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Alternative Endpoints]]&lt;br /&gt;
*[[Mass Flux and Mass Discharge]]&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
&lt;br /&gt;
|style=&amp;quot;width:33%; vertical-align:top; &amp;quot;|&lt;br /&gt;
&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Remediation Technologies]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Bioremediation - Anaerobic|Anaerobic Bioremediation]]&lt;br /&gt;
**[[Bioremediation - Anaerobic Design Considerations | Design Considerations]]&lt;br /&gt;
**[[Design Tool - Base Addition for ERD]]&lt;br /&gt;
**[[Emulsified Vegetable Oil (EVO) for Anaerobic Bioremediation]]&lt;br /&gt;
**[[Low pH Inhibition of Reductive Dechlorination]]&lt;br /&gt;
**[[Bioremediation - Anaerobic Secondary Water Quality Impacts | Secondary Water Quality Impacts]]&lt;br /&gt;
*[[Chemical Oxidation (In Situ - ISCO) | In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[Chemical Oxidation Design Considerations(In Situ - ISCO) | Design Considerations]]&lt;br /&gt;
**[[Chemical Oxidation Oxidant Selection (In Situ - ISCO) | Oxidant Selection]]&lt;br /&gt;
*[[Chemical Reduction (In Situ - ISCR) | In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
**[[Zerovalent Iron (ZVI) (Chemical Reduction - ISCR) | Zero-Valent Iron (ZVI)]]&lt;br /&gt;
*[[Injection Techniques - Viscosity Modification]]&lt;br /&gt;
*[[Landfarming]]&lt;br /&gt;
*[[Injection Techniques for Liquid Amendments|Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Metal and Metalloids - Remediation | Remediation of Metals and Metalloids]]&lt;br /&gt;
*[[Remediation Performance Assessment at Chlorinated Solvent Sites]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Subgrade Biogeochemical Reactor (SBGR)]]&lt;br /&gt;
*[[Thermal Remediation]]&lt;br /&gt;
**[[Thermal Remediation - Combined Remedies | Combined Remedies]]&lt;br /&gt;
**[[Thermal Remediation - Desorption | Desorption]]&lt;br /&gt;
**[[Thermal Remediation - Electrical Resistance Heating | Electrical Resistance Heating]]&lt;br /&gt;
**[[Thermal Remediation - Smoldering | Smoldering]]&lt;br /&gt;
**[[Thermal Remediation - Steam | Steam]]&lt;br /&gt;
|}&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Editorial_Policy&amp;diff=12218</id>
		<title>Editorial Policy</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Editorial_Policy&amp;diff=12218"/>
		<updated>2019-01-14T21:23:50Z</updated>

		<summary type="html">&lt;p&gt;Rborden: December 2019 update&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;The goal of the ENVIRO.wiki is to make scientific and engineering research results more accessible to the target audience, facilitating the permitting, design and implementation of environmental projects.   &lt;br /&gt;
&lt;br /&gt;
==Target Audience==&lt;br /&gt;
Our primary target audience is entry to mid-level staff, who directly implement environmental projects. This includes site owner representatives, regulators, consultants, stakeholders, and contractors. To effectively communicate with this group, the wiki needs to:&lt;br /&gt;
&lt;br /&gt;
#Provide results in an easy to access form.  In general, articles should be a few pages long, providing a concise presentation of the State-of-Practice and relevant research results in an easy to read format with good visuals.&lt;br /&gt;
#Articles should be structured with sufficient headings and sub-headings so the user can quickly jump to the relevant section(s).  Paragraphs should begin with a topic sentence to be easier to quickly skim.&lt;br /&gt;
#While some theory or background may be necessary, articles should focus on applied, usable results.  Only provide readers with best, most recent references.  Explicitly point out changes in practice and issues, and areas where older research results are no longer relevant.&lt;br /&gt;
&lt;br /&gt;
The first group of articles prepared for the wiki were focused on soil and groundwater remediation.  The wiki is now being expanded to cover a broader array of topics including environmental restoration, energy and water, resource conservation and resiliency, and munitions response.  While the wiki will include a broad array of topics related to environmental management, articles that focus on current policy, regulations, and toxicology are discouraged.&lt;br /&gt;
&lt;br /&gt;
==Types of Articles==&lt;br /&gt;
Most articles in the wiki are expected to follow an ‘encyclopedia’ format, providing a concise summary of current information.  Articles should focus on areas where general scientific consensus has been reached.  All information presented should be verifiable, through authoritative peer-reviewed sources.  Whenever possible, authors should provide references that link to BOTH peer reviewed publications and public domain documents available for download.&lt;br /&gt;
Shorter ‘technical note’ articles may focus on a specific tool, computer program or technique.  These technical notes are intended to provide an easy to access portal for users to locate tools.  In some cases, videos or gifs, or other tutorials will be included to train new users.&lt;br /&gt;
&lt;br /&gt;
All articles should include the following sections:  &lt;br /&gt;
&lt;br /&gt;
*Article title.  Article titles should be very short and indicate the article content.  The article title defines the page name, and as a result, no two articles can have the same title.  The ideal article title precisely identifies the subject; it is short, natural, distinguishable and recognizable; and resembles titles for similar articles.  Additional guidance on titles can be found at https://en.wikipedia.org/wiki/Wikipedia:Article_titles.&lt;br /&gt;
&lt;br /&gt;
*Headline paragraph that concisely summarizes the article&lt;br /&gt;
&lt;br /&gt;
*List of related articles within ENVIRO.wiki  (wiki staff will make final selections)&lt;br /&gt;
&lt;br /&gt;
*List of Contributors with contact information and a brief (2 to 3 sentences) biographical sketch for each contributor.&lt;br /&gt;
&lt;br /&gt;
*Key Resource(s).  Authors should consider ‘Key Resources’ to be a recommendation of the one or two references that readers should consult for additional information.&lt;br /&gt;
&lt;br /&gt;
*Multiple technical sections presenting the body of information.&lt;br /&gt;
&lt;br /&gt;
*Summary&lt;br /&gt;
&lt;br /&gt;
*References.  Authors are encouraged to cite both peer-reviewed journals and publicly available documents that can be downloaded.&lt;br /&gt;
&lt;br /&gt;
*See Also.  This is a list of additional websites and resources for additional information.  Only include websites that provide significant value.&lt;br /&gt;
&lt;br /&gt;
Authors are also asked to provide one or more linking phrases that are used to identify when a link to this article should be in other articles.  For example, whenever another article uses one of the phrases “chlorinated solvents”, “chlorinated volatile organic chemicals” or “CVOCs”, the wiki office will automatically insert a link to the article titled “chlorinated solvents”.&lt;br /&gt;
&lt;br /&gt;
==Review Process==&lt;br /&gt;
&lt;br /&gt;
Authors are asked to send all correspondence by email to the wiki editorial office (wiki office) at editor@enviro.wiki. When a new article is received, the wiki office will review the article to ensure completeness and then forward it to the appropriate editorial board member (editor) for review.  For most articles, editors are encouraged to obtain one outside review of the article.  For shorter technical notes, a single review by the editor may be appropriate.  Once the reviews are complete, the editor will forward a single set of comments to the wiki office.  The wiki office will then forward these comments to the author, along with any additional requests or questions regarding figures, tables, references, etc.  All correspondence with the wiki office should be sent to editor@enviro.wiki.  &lt;br /&gt;
&lt;br /&gt;
The wiki office will correspond with the authors to assist them in completing the requested edits.  Editors will be copied on all correspondence, so they remain aware of the status of their articles.  The wiki office may send periodic reminders to authors, to ensure that articles stay on schedule.  In some cases, the wiki office may request that editors contact authors to encourage them to finalize their submissions.&lt;br /&gt;
&lt;br /&gt;
Once the article revisions are received, the wiki office will ensure requested revisions have been made, review for grammar and punctuation, format, add references, and upload the article to the website. Unless requested by the editor, articles will not be sent out for a second review cycle.  Once uploaded to the website, authors and editors will be notified by email that the article is up and asked to complete a final review.&lt;br /&gt;
&lt;br /&gt;
==Future Updates==&lt;br /&gt;
&lt;br /&gt;
Each of the articles on the wiki will be assigned to one editor to monitor.  Whenever possible, articles will be assigned to editors within their technical specialty.  Editors will be encouraged to review their articles and update them as new, important research results become available.  We anticipate that each article will be updated at least once every 2-3 years.  Editors should submit their edits in a MS Word doc, and then office staff can make the changes to the wiki.  &lt;br /&gt;
&lt;br /&gt;
Occasionally, outside authors will conduct a major revision and update of an existing article.  When this occurs, the revision will go through the normal article review process.  In addition, the original article’s author will be asked to review the update or revision.&lt;br /&gt;
&lt;br /&gt;
Authors of major reviews and updates will be added to the contributors list.  Editors that make minor revisions will not necessarily be added to the contributor list.&lt;br /&gt;
&lt;br /&gt;
=ENVIRO.wiki Article Submission Checklist= &lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Rule of Thumb&amp;#039;&amp;#039;&amp;#039;: Please peruse existing articles on http://ENVIRO.wiki/ to get a sense for the layout, scope, length, and various components associated with each wiki article as listed here: &lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ DRAFT Article(s) title&amp;lt;/span&amp;gt;&lt;br /&gt;
&lt;br /&gt;
*Wiki staff will provide revised title consistent with wiki naming conventions&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ Headline paragraph&amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*2-5 sentences – condensed abstract that quickly tells readers what article is about&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ List of related articles within ENVIRO.wiki.&amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*Wiki staff will provide in revision comments&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ Complete contact information for every contributor &amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*For each author; full name + any credentials you’d like after your name (e.g., P.E.), physical address, email, phone number, and personal/professional webpage url&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ Key Resource(s)&amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*This is your recommendation to reader of the 1 or 2 best references for more info.&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ Figures / Tables&amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*Provide Figures and Tables to compliment the article text.  Make sure to refer to any Fig/Table at least once in the text. Figures are especially encouraged.&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ Summary paragraph&amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*Include a short, final paragraph that pulls everything together and expresses the main take-home points of the article&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ References (confirm all references are included, same date as in body of article)&amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*Can cite peer-reviewed literature / publically available documents; we encourage citations of ESTCP-SERDP-funded work where possible&lt;br /&gt;
*Provide references in same format as they appear on the site’s existing articles&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ See Also&amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*List at least 2 additional / related resources available online&lt;br /&gt;
&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:14px&amp;quot;&amp;gt;☐ Linking Phrase(s)&amp;lt;/span&amp;gt; &lt;br /&gt;
&lt;br /&gt;
*Identify one or two common phrase(s) that can be used to link to your article in existing articles; these phrases will be turned into a hyper-link to your article. E.g., “soil vapor extraction” or “SVE” will be hyper-linked to the article with the same name.&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=12156</id>
		<title>Perfluoroalkyl and Polyfluoroalkyl Substances (PFASs)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=12156"/>
		<updated>2018-12-03T14:36:49Z</updated>

		<summary type="html">&lt;p&gt;Rborden: change PFASs to PFAS&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Environmental releases of perfluoroalkyl and polyfluoroalkyl substances (PFAS) including perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS)have occurred at manufacturing facilities and in areas where aqueous film-forming foam (AFFF) was used to extinguish hydrocarbon fires. PFAS are suspected to cause adverse human health effects. They are highly stable in the environment and are typically removed from water supplies using granular activated carbon. There is a need for in situ treatment technologies and ex situ treatment methods that are more cost-effective. &lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Related Article(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Soil &amp;amp; Groundwater Contaminants]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Dr. Rula Deeb]], [[Dr. Jennifer Field]], [[Elisabeth Hawley]], and [[Dr. Christopher Higgins]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|U.S. EPA Emerging Contaminants - PFOS and PFOA Fact Sheet]]&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;&amp;gt;U.S. Environmental Protection Agency, 2014. Emerging contaminants – perfluorooctane sulfonate (PFOS) and perfluorooctanoic acid (PFOA). Fact sheet. [[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|March Fact Sheet]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Introduction==&lt;br /&gt;
Awareness of PFAS in the environment first emerged in the late 1990s following developments in analytical methods to detect ionized substances. Legal actions were taken against PFAS product manufacturing facilities in the West Virginia/Ohio River Valley&amp;lt;ref&amp;gt;Rich, N., 2016. The lawyer who became DuPont’s worst nightmare. The New York Times Magazine.&amp;lt;/ref&amp;gt;. In 2000, the sole U.S. manufacturer of PFOS agreed to voluntarily discontinue production&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2000. EPA and 3M announce phase out of PFOS. News release dated Tuesday May 16. [https://yosemite.epa.gov/opa/admpress.nsf/0/33aa946e6cb11f35852568e1005246b4 U.S. EPA PFOS Phase Out Announcement]&amp;lt;/ref&amp;gt;. The U.S. Environmental Protection Agency (EPA) issued provisional drinking water health advisories for PFOA and PFOS in 2009 and replaced these with health advisories in 2016&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2016. Drinking water health advisories for PFOA and PFOS. [https://www.epa.gov/ground-water-and-drinking-water/drinking-water-health-advisories-pfoa-and-pfos U.S. EPA Water Health Advisories - PFOA and PFOS]&amp;lt;/ref&amp;gt;. Over the past five years, state regulators have required several former Air Force and Navy fire-fighter training areas to conduct site investigations for PFAS. SERDP/ESTCP research programs began funding related research in 2011 because they recognized the potential impact of this issue for the Department of Defense.&lt;br /&gt;
&lt;br /&gt;
==Physical and Chemical Properties==&lt;br /&gt;
[[File:Deeb-Article 1-Figure 1.JPG|thumbnail|right|400px|Figure 1. a) Structure of a perfluoroalkyl substance, PFOS, compared with b) the structure of a polyfluoroalkyl substance, 6:2 fluorotelomer sulfonate (6:2 FTSA).]]&lt;br /&gt;
Although the environmental remediation industry initially used the term “perfluorinated compounds” (or PFCs), the more specific terminology of PFAS was recommended for consistent communication within the global scientific, regulatory, and industrial communities&amp;lt;ref&amp;gt;Buck, R.C., Franklin, J., Berger, U., Conder, J.M., Cousins, I.T., de Voogt, P., Jensen, A.A., Kannan, K., Mabury, S.A. and van Leeuwen, S.P., 2011. Perfluoroalkyl and polyfluoroalkyl substances in the environment: terminology, classification, and origins. Integrated Environmental Assessment and Management, 7(4), 513-541. [http://dx.doi.org/10.1002/ieam.258 doi: 10.1002/ieam.258]&amp;lt;/ref&amp;gt;. PFAS are fluorinated substances with a carbon chain structure. In perfluoroalkyl substances, each carbon atom in the chain is fully saturated with fluorine (carbon-fluorine bonds only), whereas the carbon chain in polyfluoroalkyl substances is mostly saturated with fluorine (carbon-fluorine bonds), but also contains [[wikipedia: Carbon–hydrogen bond | carbon-hydrogen bonds]] (Fig. 1). &lt;br /&gt;
&lt;br /&gt;
The most studied PFAS are PFOA and PFOS. Both have a hydrophobic carbon chain structure of eight carbons that are fully saturated with fluorine atoms (i.e., perfluoroalkyl substances) and a hydrophilic polar functional group. They are therefore “[[wikipedia: Hydrophile | amphiphilic]]” and associate with water and oils. This property made them useful ingredients in fire-fighting foams and other surfactant applications. In most groundwater environments, PFOS and PFOA are water-soluble anions. Their [[wikipedia: Surfactant | surfactant]] properties complicate the prediction of their physiochemical properties, such as partitioning coefficients. The strength of the carbon-fluorine bonds in PFAS creates extremely high chemical and thermal stabilities. Relevant properties of PFOS and PFOA are summarized below (Table 1&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;). &lt;br /&gt;
&lt;br /&gt;
[[File:Deeb-Article 1-Table 1.JPG|800px|thumbnail|center|Table 1. Physical and chemical properties of PFOS and PFOA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. &amp;lt;sup&amp;gt;1&amp;lt;/sup&amp;gt;Note the salt form of PFOA is more likely to be environmentally and toxicological relevant; however, its properties are not available. Abbreviations: g/mol = grams per mole; mg/L = milligrams per liter; &amp;lt;sup&amp;gt;o&amp;lt;/sup&amp;gt;C = degree Celsius; mm Hg = millimeters of mercury; atm-m&amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;/mol = atmosphere-cubic meters per mole. &amp;lt;sup&amp;gt;2&amp;lt;/sup&amp;gt;Water solubility in purified water. &amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;Water solubility in fresh water. &amp;lt;sup&amp;gt;4&amp;lt;/sup&amp;gt;Water solubility in filtered seawater. &amp;lt;sup&amp;gt;5&amp;lt;/sup&amp;gt;Extrapolation from measurement. &amp;lt;sup&amp;gt;6&amp;lt;/sup&amp;gt;Estimated based on anion properties. &amp;lt;sup&amp;gt;7&amp;lt;/sup&amp;gt;The atmospheric half-life value identified for PFOA was estimated based on available data determined from short study periods.]]&lt;br /&gt;
&lt;br /&gt;
==Environmental Concern==&lt;br /&gt;
Perfluorinated substances are very stable, do not biodegrade, and are found throughout the environment globally. In contrast, the presence of carbon-hydrogen groups in polyfluoroalkyl substances makes these compounds easier to partially degrade, forming shorter-chain perfluoroalkyl compounds. Trace amounts of perfluorinated substances have been detected at remote locations like the Arctic, far from potential point sources&amp;lt;ref&amp;gt;Young, C.J., Furdui, V.I., Franklin, J., Koerner, R.M., Muir, D.C. and Mabury, S.A., 2007. Perfluorinated acids in arctic snow: new evidence for atmospheric formation. Environmental Science &amp;amp; Technology, 41(10), 3455-3461. [http://dx.doi.org/10.1021/es0626234 doi: 10.1021/es0626234]&amp;lt;/ref&amp;gt;. Other studies have shown that long-chain perfluorinated substances bioaccumulate and biomagnify in wildlife&amp;lt;ref&amp;gt;Conder, J.M., Hoke, R.A., Wolf, W.D., Russell, M.H. and Buck, R.C., 2008. Are PFCAs bioaccumulative? A critical review and comparison with regulatory criteria and persistent lipophilic compounds. Environmental Science &amp;amp; Technology, 42(4), 995-1003. [http://dx.doi.org/10.1021/es070895g doi: 10.1021/es070895g]&amp;lt;/ref&amp;gt;. Because of this, higher trophic wildlife including fish and birds can be particularly susceptible&amp;lt;ref&amp;gt;Sinclair, E., Mayack, D.T., Roblee, K., Yamashita, N. and Kannan, K., 2006. Occurrence of perfluoroalkyl surfactants in water, fish, and birds from New York State. Archives of Environmental Contamination and Toxicology, 50(3), pp.398-410. [http://dx.doi.org/10.1007/s00244-005-1188-z doi: 10.1007/s00244-005-1188-z]&amp;lt;/ref&amp;gt;. The Dutch National Institute for Public Health and the Environment calculated a maximum permissible concentration for PFOS of 0.65 nanograms per liter (ng/L) for fresh water, based on human consumption of fish&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
PFAS typically associate with the liver, proteins, and the blood stream. In humans, they have a half-life in the range of 2 to 9 years&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Toxicological studies of PFOA indicate potential developmental or reproductive effects&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Both PFOA and PFOS are suspected carcinogens, but their carcinogenicity remains to be classified by the U.S. EPA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. The International Agency for Research on Cancer (IARC) has classified PFOA as a Group 2B carcinogen, i.e., possibly carcinogenic to humans&amp;lt;ref&amp;gt;Benbrahim-Tallaa, L., Lauby-Secretan, B. Loomis, D., Guyton, K.Z., Grosse, Y., Bouvard, F. El Ghissassi, V., Guha, N., Mattock, H., Straif, K., 2014. Carcinogenicity of perfluorooctanoic acid, tetrafluoroethylene, dichloromethane, 1,2-dichloropropane, and 1,3-propane sultone. The Lancet Oncology, 15 (9), 924-925. [http://dx.doi.org/10.1016/s1470-2045(14)70316-x doi: 10.1016/S1470-2045(14)70316-X]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;International Agency for Research on Cancer (IARC), 2016. Monographs on the evaluation of carcinogenic risks to humans. Lists of Classifications, Volumes 1 to 116. [[Media:IARC-2016-Monographs_on_the_eval_of_carcinogenic_risks_to_humans_List_of_Classifications.pdf|List of Classifications.pdf]]&amp;lt;/ref&amp;gt;. The U.S. EPA published draft reference doses of 30 ng/kg*day PFOS and 20 ng/kg*day PFOA (based on non-cancer hazard). For site remediation, drinking water ingestion, fish consumption, dermal contact with water, and (accidental) ingestion or contact with contaminated soil are the exposure pathways of concern.&lt;br /&gt;
&lt;br /&gt;
==Uses and Potential Sources to the Environment==&lt;br /&gt;
Due to their unique properties, many PFAS function as surfactants or components of surface coatings. They are stain-resistant, heat-resistant, and are useful for coating surfaces that are in contact with acids or bases&amp;lt;ref&amp;gt;Krafft, M.P. and Riess, J.G., 2015. Selected physicochemical aspects of poly-and perfluoroalkylated substances relevant to performance, environment and sustainability - Part one. Chemosphere, 129, 4-19. [http://dx.doi.org/10.1016/j.chemosphere.2014.08.039 doi: 10.1016/j.chemosphere.2014.08.039]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Thus, they are used widely by a number of industries, including carpet, textile and leather production, chromium plating, photography, photolithography, semi-conductor manufacturing, coating additives, cleaning products, and insecticides&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. PFAS are also found in a variety of consumer products including food paper and packaging, furnishings, waterproof clothing, and cosmetics&amp;lt;ref&amp;gt;Birnbaum, L.S. and Grandjean, P., 2015. Alternatives to PFAS: Perspectives on the Science. Environmental Health Perspectives, 123(5), A104-A105. [http://dx.doi.org/10.1289/ehp.1509944 doi: 10.1289/ehp.1509944]&amp;lt;/ref&amp;gt;. The presence of PFASs in consumer products has created an urban background concentration in stormwater, wastewater treatment plant influent&amp;lt;ref&amp;gt;Houtz, E.F., 2013. Oxidative measurement of perfluoroalkyl acid precursors: Implications for urban runoff management and remediation of AFFF-contaminated groundwater and soil. Ph.D. Dissertation. Available online at http://escholarship.org/uc/item/4jq0v5qp&amp;lt;/ref&amp;gt;, and landfill leachate&amp;lt;ref&amp;gt;Lang, J.R., Allred, B.M., Peaslee, G.F., Field, J.A. and Barlaz, M.A., 2016. Release of Per-and Polyfluoroalkyl Substances (PFAS) from Carpet and Clothing in Model Anaerobic Landfill Reactors. Environmental Science &amp;amp; Technology, 50(10), 5024-5032. [http://dx.doi.org/10.1021/acs.est.5b06237 doi: 10.1021/acs.est.5b06237]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
One of the most widely known sources of PFAS is AFFF, which was used in large quantities in the environment on fires, at fire-fighting training areas, during the activation of fire suppression systems in airplane hangars and other buildings, and accidentally through AFFF storage, transport, and day-to-day handling. AFFF was routinely used at military sites, airports, and refineries. Formulations are proprietary and the composition of AFFF varies with the manufacturer. However, AFFF typically consists of water (60-93%), solvents such as butyl carbitol (3-25%), hydrocarbon surfactants (1-12%), one or more PFASs, and other compounds (e.g., corrosion inhibitors, electrolytes&amp;lt;ref&amp;gt;Conder, J., Deeb, R.A., Field, J.A. and Higgins, C.P., 2016. GRACast: Frequently asked questions on Per- and Polyfluoroalkyl Substances (PFAS). Presented on July 6. [[Media:Conder-2008-GRACast_Frequently_asked_questions_on_PFAS.pdf|FAQs]]&amp;lt;/ref&amp;gt;). PFAS signatures of a variety of different AFFF formulations can assist in forensic identification of PFAS sources&amp;lt;ref&amp;gt;Backe, W.J., Day, T.C. and Field, J.A., 2013. Zwitterionic, cationic, and anionic fluorinated chemicals in aqueous film forming foam formulations and groundwater from US military bases by nonaqueous large-volume injection HPLC-MS/MS. Environmental Science &amp;amp; Technology, 47(10), 5226-5234. [http://dx.doi.org/10.1021/es3034999 doi: 10.1021/es3034999]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Place, B.J. and Field, J.A., 2012. Identification of novel fluorochemicals in aqueous film-forming foams used by the U.S. military. Environmental Science &amp;amp; Technology, 46(13), 7120-7127. [http://dx.doi.org/10.1021/es301465n doi: 10.1021/es301465n]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==Regulation==&lt;br /&gt;
Final regulations have not yet been promulgated for PFAS; current criteria for PFAS are typically in the form of guidance or advisory levels (Table 2). The U.S. EPA recently developed Drinking Water Health Advisory levels for PFOA and PFOS, replacing previously published provisional values. Several states including Minnesota, Maine and New Jersey, have published screening values or interim criteria for one or more PFAS including PFOS, PFOA, perfluorobutanesulfonic acid (PFBS), perfluorobutanoic acid (PFBA) and perfluorononanoic acid (PFNA) (Table 2). Drinking water, groundwater, and soil criteria in the European Union was recently published in a summary report&amp;lt;ref&amp;gt;Concawe, 2016. Environmental fate and effects of poly- and perfluoroalkyl substances (PFAS). Report no. 8/16. [[Media:Concawe-2016-Environmental_fate_and_effects_of_PFAS.pdf|Report pdf]]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other regulatory actions have restricted the use and production of PFAS. PFOS was added to list of chemicals under the Stockholm Convention on persistent organic pollutants in 2009. Nearly all use of PFOS is therefore banned in Europe, with some exemptions. Substances or mixtures may not contain PFOS above 0.001% by weight (EU 757/2010). In the U.S., because PFOS manufacturing was voluntarily phased out in 2002, AFFF containing PFOS is no longer manufactured. The U.S. military and others still have large quantities of stockpiled AFFF containing PFOS, although its use is discouraged. &lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
!style=&amp;quot;background-color:#CEE0F2;&amp;quot;| REGULATORY AGENCY!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  DESCRIPTION !!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFOS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFOA!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFBS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFBA!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFNA&lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;DRINKING WATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA || [[Media:Deeb-Article_1-Table_2_L1-Drinking_water_health_advisories.pdf|Drinking Water Health Advisories]] ||style=&amp;quot;text-align:center;&amp;quot;|0.07||style=&amp;quot;text-align:center;&amp;quot;|0.07 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Health Canada|| [[Media:Deeb-Article_1-Table_2-L2-Drinking_water_screening_values.pdf|Drinking Water Screening Values]]||style=&amp;quot;text-align:center;&amp;quot;| 0.6||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 15||style=&amp;quot;text-align:center;&amp;quot;| 30||style=&amp;quot;text-align:center;&amp;quot;| 0.2&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [https://www1.maine.gov/dhhs/mecdc/environmental-health/eohp/wells/documents/pfoameg.pdf Maximum Exposure Guideline]||  ||style=&amp;quot;text-align:center;&amp;quot;| 0.1 || || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [http://www.michigan.gov/documents/deq/wrd-swas-rule57_372470_7.pdf Drinking Water Surface Water Quality Value] ||style=&amp;quot;text-align:center;&amp;quot;| 0.011||style=&amp;quot;text-align:center;&amp;quot;| 0.42|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection || [http://www.nj.gov/dep/watersupply/pdf/pfoa_dwguidance.pdf Preliminary Health-Based Guidance Value]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04 || || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection ||[[Media:Deeb-Article_1-Table_2-L6-Dev_of_MCL_recommendations_for_PFOA_and_PFOS.pdf|Development of MCL Recommendations for PFOA and PFOS are Currently in Progress]]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L7-Health-Based_Maximum_Contaminant_Level_MCL.pdf|Health-Based Maximum Contaminant Level (MCL) Recommendation]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.013&lt;br /&gt;
|-&lt;br /&gt;
|Vermont Department of Health|| [http://dec.vermont.gov/ Drinking Water Health Advisory Level]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.02|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;GROUNDWATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Department of Health|| [http://www.health.state.mn.us/divs/eh/risk/guidance/gw/table.html Health Risk Limit for Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.3||style=&amp;quot;text-align:center;&amp;quot;| 0.3 ||style=&amp;quot;text-align:center;&amp;quot;| 7 ||style=&amp;quot;text-align:center;&amp;quot;| 7 || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L10-Provisional_Groundwater_Remediaton_Objectives_Class_I_Groundwater.pdf|Provisional Groundwater Remediation Objectives, Class I Groundwater]]||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L11-Provisional_Groundwater_Remediaton_Objectives_Class_II_Groundwater_.pdf|Provisional Groundwater Remediation Objectives, Class II Groundwater]]|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|North Carolina Department of Environmental Quality||[http://deq.nc.gov/about/divisions/air-quality/science-advisory-board-toxic-air-pollutants/ncsab-aal-recommendations Interim Maximum Allowable Concentration] || || style=&amp;quot;text-align:center;&amp;quot;|1.0|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L13-Interim_specific_groundwatr_quality_criterion_fact_sheet.pdf|Interim Specific Ground Water Quality Criterion]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.01&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [http://www.maine.gov/dep/spills/publications/guidance/rags/ME-RAGS-Revised-Final_020516.pdf Remedial Action Guidelines for Residential Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.06||style=&amp;quot;text-align:center;&amp;quot;| 0.1|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L15-Groundwater_residential_generic_cleanup_criteria_and_screening_levels_.pdf|Groundwater Residential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.12||style=&amp;quot;text-align:center;&amp;quot;| 0.089|| || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L16-Groundwater_nonresidential_generic_cleanup_criteria_and_screening_levels.pdf|Groundwater Nonresidential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.5||style=&amp;quot;text-align:center;&amp;quot;| 0.28 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program|| [http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFAS for Several Different Exposure Scenarios (Groundwater)]|| || || || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Levels]||style=&amp;quot;text-align:center;&amp;quot; |0.4||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;SOIL (mg/kg)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA Region 4|| [[Media:Deeb-Article_1-Table_2-L18-Residential_soil_screening_levels.pdf|Residential Soil Screening Level]]|| style=&amp;quot;text-align:center;&amp;quot;|6|| style=&amp;quot;text-align:center;&amp;quot;|16|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L19-Industrial_soil_reference_value.xlsx|Industrial Soil Reference Value (.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 14||style=&amp;quot;text-align:center;&amp;quot;| 13|| ||style=&amp;quot;text-align:center;&amp;quot;| 500|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L20-Residential_soil_reference_value.xlsx|Residential Soil Reference Value(.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 2.1|| style=&amp;quot;text-align:center;&amp;quot;|2.1|| ||style=&amp;quot;text-align:center;&amp;quot;| 77|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L21-Recreational_soil_reference_value.xlsx|Recreational Soil Reference Value(.xlsx)]]|| style=&amp;quot;text-align:center;&amp;quot;|2.6||style=&amp;quot;text-align:center;&amp;quot;| 2.5|| ||style=&amp;quot;text-align:center;&amp;quot;| 95|| &lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection||[[Media:Deeb-Article_1-Table_2-L22-ME-Remedial_Action_guidelines.pdf|Remedial Action Guidelines for different exposure scenarios]]||style=&amp;quot;text-align:center;&amp;quot;|11-82|| || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program ||[http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFAS for Several Different Exposure Scenarios (Soil)] || || || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Arctic Zone]||style=&amp;quot;text-align:center;&amp;quot; |2.2||style=&amp;quot;text-align:center;&amp;quot;| 2.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Under 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.6||style=&amp;quot;text-align:center;&amp;quot;| 1.6|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Over 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.3||style=&amp;quot;text-align:center;&amp;quot;| 1.3|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Migration to Groundwater (MTGW)]||style=&amp;quot;text-align:center;&amp;quot; |0.0030||style=&amp;quot;text-align:center;&amp;quot;| 0.0017|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;10&amp;quot; style=&amp;quot;color:black;text-align;font-size:90%;left;&amp;quot;|Table 2. Summary of PFAS Regulatory Criteria. Regulatory criteria for PFAS are still evolving relatively quickly. Please check the hyperlinked reference to confirm that the regulatory criteria listed in the table are up to date before using this information. Some states have PFAS regulatory values for groundwater as a result of consent agreements (e.g., both West Virginia and Ohio signed a [https://yosemite.epa.gov/opa/admpress.nsf/a5792a626c8dac098525735900400c2d/35ab2180c4ed47698525757700575dc2!OpenDocument consent agreement] with DuPont listing 0.4 µg/L as a precautionary site-specific action level for PFOA). Other states (e.g., Delaware, New Hampshire, New York) have adopted U.S. EPA provisional health advisory levels for PFOS and PFOA in several water systems. Pennsylvania has investigated PFOS contamination associated with two contaminated wells identified through EPA Unregulated Contaminant Monitoring Rule program. Alabama has also addressed PFAS contamination on a site-specific basis. Alaska has conducted sampling and monitoring for PFAS at multiple sites.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Sampling and Analytical Methods==&lt;br /&gt;
Because PFAS are present in several common consumer items, care should be taken during sampling to eliminate contact with other potential sources of PFAS. Most standard operating procedures and work plans advise avoiding the use of polytetrafluoroethylene-based (e.g., Teflon) components including tubing and lined sample bottle caps. Some also instruct samplers not to wear waterproof jackets or other outerwear with a waterproof coating, and to avoid handling packaged foods that may contain fluorotelomer-based chemicals to increase non-stick properties. Due to the affinity of PFAS for the air-water interface and the wettability of glass, sample bottles are typically polypropylene or high-density polyethylene. &lt;br /&gt;
&lt;br /&gt;
Most commercial laboratories use a modified version of U.S. EPA Method 537 for the analysis of PFAS in drinking water. This method consists of solid phase extraction and liquid chromatography with tandem mass spectrometry. Analytes include PFOS, PFOA, and typically 12 other PFAS (mostly perfluorocarboxylic acids and perfluorosulfonic acids) of varying carbon chain length. Specialty laboratories have modified this analytical method for matrices other than drinking water, to better recover shorter-chain compounds, or achieve lower detection limits.&lt;br /&gt;
&lt;br /&gt;
Commercial laboratories that can quantify an even broader suite of PFAS (e.g., those known to be present in AFFF formulations and degrade to form PFOA and PFOS) are rare. An analytical method to detect several families of PFAS precursors&amp;lt;ref&amp;gt;TerMaath, S., J. Field and C. Higgins, 2016. Per- and polyfluoroalkyl substances (PFAS): Analytical and characterization frontiers. [https://www.serdp-estcp.org/Tools-and-Training/Webinar-Series/01-28-2016 Webinar Series]&amp;lt;/ref&amp;gt;. There is also the Total Oxidizable Precursor (TOP) assay, a bulk measurement of precursors that can be oxidized to perfluorocarboxylates&amp;lt;ref&amp;gt;Houtz, E.F., Higgins, C.P., Field, J.A. and Sedlak, D.L., 2013. Persistence of perfluoroalkyl acid precursors in AFFF-impacted groundwater and soil. Environmental Science &amp;amp; Technology, 47(15), 8187-8195. [http://dx.doi.org/10.1021/es4018877 doi: 10.1021/es4018877]&amp;lt;/ref&amp;gt;. Other approaches to quantify the total amount of organic fluorine in water samples include particle induced gamma-ray emission (PIGE) and absorbable organic fluorine (AOF)&amp;lt;ref&amp;gt;Willach, S., Brauch, H.J. and Lange, F.T., 2016. Contribution of selected perfluoroalkyl and polyfluoroalkyl substances to the adsorbable organically bound fluorine in German rivers and in a highly contaminated groundwater. Chemosphere, 145, 342-350. [http://dx.doi.org/10.1016/j.chemosphere.2015.11.113 doi:10.1016/j.chemosphere.2015.11.113]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The cost-effectiveness of high-resolution site characterization methods for PFAS is currently limited due to the lack of a reliable analytical method that can be used in the field as a screening method. Several research groups have attempted to design a field-ready mobile analytical method. For example, United Science LLC is developing ion selective electrodes to measure PFOS at ng/L levels&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency, 2015. Final report: field deployable PFCs sensors for contaminated soil screening. EPA contract number EPD14012. [https://cfpub.epa.gov/ncer_abstracts/index.cfm/fuseaction/display.abstractDetail/abstract/10230/report/F Report pdf]&amp;lt;/ref&amp;gt;. Geosyntec Consultants and Eurofins Eaton Analytical are developing a mobile field unit for screening PFOS and other PFAS to ng/L levels&amp;lt;ref&amp;gt;Deeb, R., Chambon, J., Haghani, A., and Eaton, A., 2016. Development and testing of an analytical method for real time measurement of polyfluoroalkyl and perfluoroalkyl substances (PFAS). Presented at the Battelle Chlorinated Conference, Palm Springs, CA.&amp;lt;/ref&amp;gt;. &lt;br /&gt;
  &lt;br /&gt;
==Fate and Transport==&lt;br /&gt;
The following summarize some key concepts for PFAS fate and transport:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Sorption&amp;#039;&amp;#039;&amp;#039;: Both PFOA and PFOS are anions at typical environmental pH values, but still exhibit strong interactions with solid-phase organic carbon. For this reason, the f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt;-K&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; method for predicting sorption is generally appropriate&amp;lt;ref&amp;gt;Higgins, C.P., and Luthy, R.G., 2006. Sorption of perfluorinated surfactants on sediments. Environmental Science &amp;amp; Technology, 40(23), 7251-7256. [http://dx.doi.org/10.1021/es061000n doi: 10.1021/es061000n]&amp;lt;/ref&amp;gt;, though this has not been confirmed for all PFAS. Interactions with mineral phases, particularly ferric oxide materials, may be important in low f f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; materials&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;&amp;gt;Ferrey, M.L., Wilson, J.T., Adair, C., Su, C., Fine, D.D., Liu, X. and Washington, J.W., 2012. Behavior and fate of PFOA and PFOS in sandy aquifer sediment. Groundwater Monitoring &amp;amp; Remediation, 32(4), 63-71. [http://dx.doi.org/10.1111/j.1745-6592.2012.01395.x  doi: 10.1111/j.1745-6592.2012.01395.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, R.L., Anschutz, A.J., Smolen, J.M., Simcik, M.F. and Penn, R.L., 2007. The adsorption of perfluorooctane sulfonate onto sand, clay, and iron oxide surfaces. Journal of Chemical &amp;amp; Engineering Data, 52(4), 1165-1170. [http://dx.doi.org/10.1021/je060285g doi: 10.1021/je060285g]&amp;lt;/ref&amp;gt;. At present, empirical site-specific sorption estimates are recommended to accurately predict PFAS mobility&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Biotransformation&amp;#039;&amp;#039;&amp;#039;: PFOS, PFOA, and analogous compounds of varying chain lengths are persistent in the environment and do not readily biodegrade. Polyfluorinated forms partially degrade in the environment&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;&amp;gt;Tseng, N., Wang, N., Szostek, B. and Mahendra, S., 2014. Biotransformation of 6: 2 fluorotelomer alcohol (6: 2 FTOH) by a wood-rotting fungus. Environmental Science &amp;amp; Technology, 48(7), 4012-4020. [http://dx.doi.org/10.1021/es4057483 doi:10.1021/es4057483]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Houtz, E.F., Yi, S., Field, J.A., Sedlak, D.L. and Alvarez-Cohen, L., 2015. Aerobic biotransformation of fluorotelomer thioether amido sulfonate (Lodyne) in AFFF-amended microcosms. Environmental Science &amp;amp; Technology, 49(13), pp.7666-7674. [http://dx.doi.org/10.1021/acs.est.5b01219  doi: 10.1021/acs.est.5b01219]&amp;lt;/ref&amp;gt;, particularly if conditions (e.g., dissolved oxygen concentrations, pH) have been altered to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;&amp;gt;McGuire, M.E., Schaefer, C., Richards, T., Backe, W.J., Field, J.A., Houtz, E., Sedlak, D.L., Guelfo, J.L., Wunsch, A. and Higgins, C.P., 2014. Evidence of remediation-induced alteration of subsurface poly-and perfluoroalkyl substance distribution at a former firefighter training area. Environmental Science &amp;amp; Technology, 48(12), 6644-6652. [http://dx.doi.org/10.1021/es5006187 doi: 10.1021/es5006187]&amp;lt;/ref&amp;gt;. However, degradation products are often more recalcitrant – degradable polyfluorinated forms are precursors for PFOA, PFOS and their homologs. In contrast, fungal degradation has been shown to result in lower production of perfluorocarboxylic acids&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Other effects of microbes&amp;#039;&amp;#039;&amp;#039;: Some microbes, in the presence of PFOA, aggregate and produce extracellular polymeric substances&amp;lt;ref&amp;gt;Weathers, T.S., Higgins, C.P. and Sharp, J.O., 2015. Enhanced biofilm production by a toluene-degrading rhodococcus observed after exposure to perfluoroalkyl acids. Environmental Science &amp;amp; Technology, 49(9), 5458-5466. [http://dx.doi.org/10.1021/es5060034 doi: 10.1021/es5060034]&amp;lt;/ref&amp;gt;. Microbes also facilitate PFAS leaching under methanogenic conditions common at municipal solid waste landfills&amp;lt;ref&amp;gt;Allred, B.M., Lang, J.R., Barlaz, M.A. and Field, J.A., 2015. Physical and biological release of poly-and perfluoroalkyl substances (PFAS) from municipal solid waste in anaerobic model landfill reactors. Environmental Science &amp;amp; Technology, 49(13), 7648-7656. [http://dx.doi.org/10.1021/acs.est.5b01040 doi: 10.1021/acs.est.5b01040]&amp;lt;/ref&amp;gt;. Depending on the conditions, microbial activity may therefore enhance the mobility of compounds like PFOS and PFOA or hypothetically have the opposite effect by increasing sorption. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Effect of co-contaminants and co-contaminant remediation strategies&amp;#039;&amp;#039;&amp;#039;: Interactions between PFAS and non-aqueous phase liquids can retard PFAS migration&amp;lt;ref&amp;gt;Guelfo, J. 2013. Subsurface fate and transport of poly- and perfluoroalkyl substances. Doctor of Philosophy Thesis, Colorado School of Mines. [[Media:Guelfo-2013-Subsuface_fate_and_transport_of_Poly-and_perfluoroalkyl_substances.pdf|Thesis]]&amp;lt;/ref&amp;gt;. TCE dechlorination can be inhibited by PFAS&amp;lt;ref&amp;gt;Weathers, T.S., Harding-Marjanovic, K., Higgins, C.P., Alvarez-Cohen, L. and Sharp, J.O., 2015. Perfluoroalkyl acids inhibit reductive dechlorination of trichloroethene by repressing dehalococcoides. Environmental Science &amp;amp; Technology, 50(1), 240-248. [http://dx.doi.org/10.1021/acs.est.5b04854 doi: 10.1021/acs.est.5b04854]&amp;lt;/ref&amp;gt; and that inhibition depends both on PFAS structure and&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Yi, S., Weathers, T.S., Sharp, J.O., Sedlak, D.L. and Alvarez-Cohen, L., 2016. Effects of Aqueous Film-Forming Foams (AFFFs) on Trichloroethene (TCE) Dechlorination by a Dehalococcoides mccartyi-Containing Microbial Community. Environmental Science &amp;amp; Technology, 50(7), 3352-3361. [http://dx.doi.org/10.1021/acs.est.5b04773 doi: 10.1021/acs.est.5b04773]&amp;lt;/ref&amp;gt;. PFAS precursors degraded to form PFOA and other PFAS at a former fire-fighting training area at Ellsworth Air Force Base, where several remediation methods, including soil vapor extraction, groundwater pump and treat, bioventing, and oxygen infusion were used to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
==Soil and Groundwater Remediation==&lt;br /&gt;
Due to the chemical and thermal stability of PFAS and the complexity of PFAS mixtures, soil and groundwater remediation is challenging and costly. Research is still ongoing to develop effective remedial strategies. &lt;br /&gt;
&lt;br /&gt;
For soil, it is common to evaluate several management options: 1) treatment and/or direct on-site reuse, 2) temporary on-site storage, and 3) off-site disposal to a soil processing or treatment facility, licensed landfill, or incinerator. Soil treatment products are commercially available to stabilize PFAS and decrease leaching. Criteria for stabilizing or treating soils prior to landfill disposal are highly site specific. Other technologies that have been considered for removing PFAS from soil include soil washing and incineration. &lt;br /&gt;
&lt;br /&gt;
For groundwater, management options include the following: 1) in situ treatment, 2) ex situ treatment and/or reuse, aquifer reinjection, or discharge to surface water, stormwater, or sewer, 3) temporary on-site storage, and 4) off-site disposal to a hazardous waste treatment and disposal facility. The most common remediation approach is to use pump-and-treat with granular activated carbon followed by off-site incineration of the spent activated carbon. This technology has been used for years at full scale&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;&amp;gt;Appleman, T.D., Higgins, C.P., Quinones, O., Vanderford, B.J., Kolstad, C., Zeigler-Holady, J.C. and Dickenson, E.R., 2014. Treatment of poly-and perfluoroalkyl substances in US full-scale water treatment systems. Water Research, 51, 246-255. [http://dx.doi.org/10.1016/j.watres.2013.10.067  doi: 10.1016/j.watres.2013.10.067 ]&amp;lt;/ref&amp;gt;. However, granular activated carbon has a relatively low capacity for PFAS particularly when shorter-chain compounds are present. Sorption capacity improvement tests have been conducted on various forms of granular and powdered activated carbon, ion exchange, and other sorbent materials and mixtures of clay, powdered activated carbon, and other sorbents&amp;lt;ref&amp;gt;Du, Z., Deng, S., Bei, Y., Huang, Q., Wang, B., Huang, J. and Yu, G., 2014. Adsorption behavior and mechanism of perfluorinated compounds on various adsorbents-A review. Journal of Hazardous Materials, 274, 443-454. [http://dx.doi.org/10.1016/j.jhazmat.2014.04.038 doi:10.1016/j.jhazmat.2014.04.038]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other methods for ex situ PFAS removal include high-pressure membrane treatment using nanofiltration or reverse osmosis. Membrane technologies at full-scale municipal water treatment facilities have effectively removed PFAS&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;/&amp;gt;. For typical environmental remediation applications, however, membrane treatment has a higher cost than activated carbon and effectiveness can be impaired by other groundwater contaminants&amp;lt;ref&amp;gt;Department of the Navy (DON). 2015. Interim perfluorinated compounds (PFCs) guidance/frequently asked questions. [[Media:Dept_of_Navy-_2015-Interim_Perfluorinated_Compounds_Frequently_asked_questions.pdf|FAQs]]&amp;lt;/ref&amp;gt;. Neutral PFAS, such as the perfluoroalkyl sulfonamides, may not be sufficiently removed&amp;lt;ref&amp;gt;Steinle-Darling, E. and Reinhard, M., 2008. Nanofiltration for trace organic contaminant removal: structure, solution, and membrane fouling effects on the rejection of perfluorochemicals. Environmental Science &amp;amp; Technology, 42 (14), 5292–5297. [http://dx.doi.org/10.1021/es703207s doi: 10.1021/es703207s]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==PFAS Treatment Research==&lt;br /&gt;
PFAS treatment research includes the following topics:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;PFAS Sequestration&amp;#039;&amp;#039;&amp;#039;: Sorbents are being investigated with the long-term goal of using them in an in situ barrier as a low-cost, long-term treatment solution, combined with a method for periodically regenerating or renewing the emplaced sorbent material and treating waste streams on site using ex-situ chemical oxidation ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ESTCP project 2423]&amp;lt;ref&amp;gt;Crimi, M. 2014. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC), ER-2423. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ER-2423]&amp;lt;/ref&amp;gt;). SERDP/ESTCP has also funded research ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US ESTCP project ER-2425]) to test in situ injection of chemical coagulants (e.g., polyaluminum chloride, cationic polymers) to aid with sorption&amp;lt;ref&amp;gt;Simcik, M. (2014). Development of a novel approach for in situ remediation of PFC contaminated groundwater systems, ER-2425. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425 ER-2425]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Proof-of-Concept for Biological Treatment&amp;#039;&amp;#039;&amp;#039;: Fungi have been used successfully to degrade PFAS under laboratory conditions&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;&amp;lt;ref&amp;gt;Qingguo, J. H., 2013. Remediation of perfluoroalkyl contaminated aquifers using an In-situ two-layer barrier: laboratory batch and column study. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2127 ER-2127]&amp;lt;/ref&amp;gt;, but are more difficult to maintain in situ. New work ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US ESTCP project ER-2422]) is focused on the viability of packaging the PFAS-degrading enzymes from wood-rotting fungi into “vaults” (naturally-occurring particles found in a wide variety of microorganisms) and using bioaugmentation for in situ degradation&amp;lt;ref&amp;gt;Mahendra, S., 2014. Bioaugmentation with vaults: novel in situ remediation strategy for transformation of perfluoroalkyl compounds, SERDP, ER-2422. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422 ER-2422]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;&amp;gt; Merino, N., Qu, Y., Deeb, R.A., Hawley, E.L., Hoffman, M.R and Mahendra, S., 2016. Degradation and removal methods for perfluoroalkyl and polyfluoroalkyl substances (PFAS) in water. Environmental Engineering Science, 33(9), 615-649. [http://dx.doi.org/10.1089/ees.2016.0233 doi:10.1089/ees.2016.0233]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Advanced Oxidation Processes&amp;#039;&amp;#039;&amp;#039;: Advanced oxidation processes for PFAS include electrochemical oxidation, photolysis, and photocatalysis&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;/&amp;gt;. Electrocatalytic and catalytic approaches using Ti/RuO&amp;lt;sub&amp;gt;2&amp;lt;/sub&amp;gt; and other mixed metal oxide anodes have been used to oxidize PFAS in the laboratory under a range of conditions ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US ESTCP project 2424]&amp;lt;ref&amp;gt;Schaefer, C., 2014. Investigating electrocatalytic and catalytic approaches for in situ treatment of perfluoroalkyl contaminants in groundwater, ER-2424. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424 ER-2424]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;In Situ Chemical Reduction&amp;#039;&amp;#039;&amp;#039;: Methods being investigated include the use of zero-valent metals/bimetals (Pd/Fe, Mg, Pd/Mg) with clay interlayers and co-solvent assisted Vitamin B12 defluorination. One ongoing project ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US SERDP project ER-2426]) focuses on PFOS, which is recalcitrant to many oxidation processes&amp;lt;ref&amp;gt;Lee, L., 2014. Quantification of in situ chemical reductive defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs, ER-2426. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426 ER-2426]&amp;lt;/ref&amp;gt;. Reductive technologies could be used as a first step in remediating PFOS and other PFAS.  &lt;br /&gt;
&lt;br /&gt;
==Summary==&lt;br /&gt;
PFAS are present in the environment and pose several challenges. Perfluoroalkyl substances are highly stable and can biomagnify in wildlife. Health-based advisory levels are low, i.e., ng/L concentrations in groundwater and drinking water. As awareness of PFAS grows and regulatory criteria evolve, site managers are conducting site investigation, improving analytical techniques, and designing and operating remediation systems. SERDP/ESTCP-funded research aims to demonstrate effective treatment technologies for PFAS and improve technology cost-effectiveness.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&lt;br /&gt;
&amp;lt;references/&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Relevant Ongoing SERDP/ESTCP Projects:&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC). SERDP/ESTCP Project ER-2423]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US. Quantification of In Situ Chemical Reductive Defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs. SERDP/ESTCP Project ER-2426] &lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US. Bioaugmentation with vaults: Novel In Situ Remediation Strategy for Transformation of Perfluoroalkyl Compounds. SERDP/ESTCP Project ER-2422]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US. Investigating Electrocatalytic and Catalytic Approaches for In Situ Treatment of Perfluoroalkyl Contaminants in Groundwater. SERDP/ESTCP project ER-2424]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US. Development of a Novel Approach for In Situ Remediation of Pfc Contaminated Groundwater Systems. SERDP/ESTCP project ER-2425]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=12155</id>
		<title>Perfluoroalkyl and Polyfluoroalkyl Substances (PFASs)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=12155"/>
		<updated>2018-12-03T14:35:06Z</updated>

		<summary type="html">&lt;p&gt;Rborden: change PFASs to PFAS&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Environmental releases of perfluoroalkyl and polyfluoroalkyl substances (PFAS) including perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS)have occurred at manufacturing facilities and in areas where aqueous film-forming foam (AFFF) was used to extinguish hydrocarbon fires. PFAS are suspected to cause adverse human health effects. They are highly stable in the environment and are typically removed from water supplies using granular activated carbon. There is a need for in situ treatment technologies and ex situ treatment methods that are more cost-effective. &lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Related Article(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Soil &amp;amp; Groundwater Contaminants]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Dr. Rula Deeb]], [[Dr. Jennifer Field]], [[Elisabeth Hawley]], and [[Dr. Christopher Higgins]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|U.S. EPA Emerging Contaminants - PFOS and PFOA Fact Sheet]]&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;&amp;gt;U.S. Environmental Protection Agency, 2014. Emerging contaminants – perfluorooctane sulfonate (PFOS) and perfluorooctanoic acid (PFOA). Fact sheet. [[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|March Fact Sheet]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Introduction==&lt;br /&gt;
Awareness of PFAS in the environment first emerged in the late 1990s following developments in analytical methods to detect ionized substances. Legal actions were taken against PFAS product manufacturing facilities in the West Virginia/Ohio River Valley&amp;lt;ref&amp;gt;Rich, N., 2016. The lawyer who became DuPont’s worst nightmare. The New York Times Magazine.&amp;lt;/ref&amp;gt;. In 2000, the sole U.S. manufacturer of PFOS agreed to voluntarily discontinue production&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2000. EPA and 3M announce phase out of PFOS. News release dated Tuesday May 16. [https://yosemite.epa.gov/opa/admpress.nsf/0/33aa946e6cb11f35852568e1005246b4 U.S. EPA PFOS Phase Out Announcement]&amp;lt;/ref&amp;gt;. The U.S. Environmental Protection Agency (EPA) issued provisional drinking water health advisories for PFOA and PFOS in 2009 and replaced these with health advisories in 2016&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2016. Drinking water health advisories for PFOA and PFOS. [https://www.epa.gov/ground-water-and-drinking-water/drinking-water-health-advisories-pfoa-and-pfos U.S. EPA Water Health Advisories - PFOA and PFOS]&amp;lt;/ref&amp;gt;. Over the past five years, state regulators have required several former Air Force and Navy fire-fighter training areas to conduct site investigations for PFAS. SERDP/ESTCP research programs began funding related research in 2011 because they recognized the potential impact of this issue for the Department of Defense.&lt;br /&gt;
&lt;br /&gt;
==Physical and Chemical Properties==&lt;br /&gt;
[[File:Deeb-Article 1-Figure 1.JPG|thumbnail|right|400px|Figure 1. a) Structure of a perfluoroalkyl substance, PFOS, compared with b) the structure of a polyfluoroalkyl substance, 6:2 fluorotelomer sulfonate (6:2 FTSA).]]&lt;br /&gt;
Although the environmental remediation industry initially used the term “perfluorinated compounds” (or PFCs), the more specific terminology of PFAS was recommended for consistent communication within the global scientific, regulatory, and industrial communities&amp;lt;ref&amp;gt;Buck, R.C., Franklin, J., Berger, U., Conder, J.M., Cousins, I.T., de Voogt, P., Jensen, A.A., Kannan, K., Mabury, S.A. and van Leeuwen, S.P., 2011. Perfluoroalkyl and polyfluoroalkyl substances in the environment: terminology, classification, and origins. Integrated Environmental Assessment and Management, 7(4), 513-541. [http://dx.doi.org/10.1002/ieam.258 doi: 10.1002/ieam.258]&amp;lt;/ref&amp;gt;. PFAS are fluorinated substances with a carbon chain structure. In perfluoroalkyl substances, each carbon atom in the chain is fully saturated with fluorine (carbon-fluorine bonds only), whereas the carbon chain in polyfluoroalkyl substances is mostly saturated with fluorine (carbon-fluorine bonds), but also contains [[wikipedia: Carbon–hydrogen bond | carbon-hydrogen bonds]] (Fig. 1). &lt;br /&gt;
&lt;br /&gt;
The most studied PFAS are PFOA and PFOS. Both have a hydrophobic carbon chain structure of eight carbons that are fully saturated with fluorine atoms (i.e., perfluoroalkyl substances) and a hydrophilic polar functional group. They are therefore “[[wikipedia: Hydrophile | amphiphilic]]” and associate with water and oils. This property made them useful ingredients in fire-fighting foams and other surfactant applications. In most groundwater environments, PFOS and PFOA are water-soluble anions. Their [[wikipedia: Surfactant | surfactant]] properties complicate the prediction of their physiochemical properties, such as partitioning coefficients. The strength of the carbon-fluorine bonds in PFAS creates extremely high chemical and thermal stabilities. Relevant properties of PFOS and PFOA are summarized below (Table 1&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;). &lt;br /&gt;
&lt;br /&gt;
[[File:Deeb-Article 1-Table 1.JPG|800px|thumbnail|center|Table 1. Physical and chemical properties of PFOS and PFOA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. &amp;lt;sup&amp;gt;1&amp;lt;/sup&amp;gt;Note the salt form of PFOA is more likely to be environmentally and toxicological relevant; however, its properties are not available. Abbreviations: g/mol = grams per mole; mg/L = milligrams per liter; &amp;lt;sup&amp;gt;o&amp;lt;/sup&amp;gt;C = degree Celsius; mm Hg = millimeters of mercury; atm-m&amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;/mol = atmosphere-cubic meters per mole. &amp;lt;sup&amp;gt;2&amp;lt;/sup&amp;gt;Water solubility in purified water. &amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;Water solubility in fresh water. &amp;lt;sup&amp;gt;4&amp;lt;/sup&amp;gt;Water solubility in filtered seawater. &amp;lt;sup&amp;gt;5&amp;lt;/sup&amp;gt;Extrapolation from measurement. &amp;lt;sup&amp;gt;6&amp;lt;/sup&amp;gt;Estimated based on anion properties. &amp;lt;sup&amp;gt;7&amp;lt;/sup&amp;gt;The atmospheric half-life value identified for PFOA was estimated based on available data determined from short study periods.]]&lt;br /&gt;
&lt;br /&gt;
==Environmental Concern==&lt;br /&gt;
Perfluorinated substances are very stable, do not biodegrade, and are found throughout the environment globally. In contrast, the presence of carbon-hydrogen groups in polyfluoroalkyl substances makes these compounds easier to partially degrade, forming shorter-chain perfluoroalkyl compounds. Trace amounts of perfluorinated substances have been detected at remote locations like the Arctic, far from potential point sources&amp;lt;ref&amp;gt;Young, C.J., Furdui, V.I., Franklin, J., Koerner, R.M., Muir, D.C. and Mabury, S.A., 2007. Perfluorinated acids in arctic snow: new evidence for atmospheric formation. Environmental Science &amp;amp; Technology, 41(10), 3455-3461. [http://dx.doi.org/10.1021/es0626234 doi: 10.1021/es0626234]&amp;lt;/ref&amp;gt;. Other studies have shown that long-chain perfluorinated substances bioaccumulate and biomagnify in wildlife&amp;lt;ref&amp;gt;Conder, J.M., Hoke, R.A., Wolf, W.D., Russell, M.H. and Buck, R.C., 2008. Are PFCAs bioaccumulative? A critical review and comparison with regulatory criteria and persistent lipophilic compounds. Environmental Science &amp;amp; Technology, 42(4), 995-1003. [http://dx.doi.org/10.1021/es070895g doi: 10.1021/es070895g]&amp;lt;/ref&amp;gt;. Because of this, higher trophic wildlife including fish and birds can be particularly susceptible&amp;lt;ref&amp;gt;Sinclair, E., Mayack, D.T., Roblee, K., Yamashita, N. and Kannan, K., 2006. Occurrence of perfluoroalkyl surfactants in water, fish, and birds from New York State. Archives of Environmental Contamination and Toxicology, 50(3), pp.398-410. [http://dx.doi.org/10.1007/s00244-005-1188-z doi: 10.1007/s00244-005-1188-z]&amp;lt;/ref&amp;gt;. The Dutch National Institute for Public Health and the Environment calculated a maximum permissible concentration for PFOS of 0.65 nanograms per liter (ng/L) for fresh water, based on human consumption of fish&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
PFAS typically associate with the liver, proteins, and the blood stream. In humans, they have a half-life in the range of 2 to 9 years&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Toxicological studies of PFOA indicate potential developmental or reproductive effects&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Both PFOA and PFOS are suspected carcinogens, but their carcinogenicity remains to be classified by the U.S. EPA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. The International Agency for Research on Cancer (IARC) has classified PFOA as a Group 2B carcinogen, i.e., possibly carcinogenic to humans&amp;lt;ref&amp;gt;Benbrahim-Tallaa, L., Lauby-Secretan, B. Loomis, D., Guyton, K.Z., Grosse, Y., Bouvard, F. El Ghissassi, V., Guha, N., Mattock, H., Straif, K., 2014. Carcinogenicity of perfluorooctanoic acid, tetrafluoroethylene, dichloromethane, 1,2-dichloropropane, and 1,3-propane sultone. The Lancet Oncology, 15 (9), 924-925. [http://dx.doi.org/10.1016/s1470-2045(14)70316-x doi: 10.1016/S1470-2045(14)70316-X]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;International Agency for Research on Cancer (IARC), 2016. Monographs on the evaluation of carcinogenic risks to humans. Lists of Classifications, Volumes 1 to 116. [[Media:IARC-2016-Monographs_on_the_eval_of_carcinogenic_risks_to_humans_List_of_Classifications.pdf|List of Classifications.pdf]]&amp;lt;/ref&amp;gt;. The U.S. EPA published draft reference doses of 30 ng/kg*day PFOS and 20 ng/kg*day PFOA (based on non-cancer hazard). For site remediation, drinking water ingestion, fish consumption, dermal contact with water, and (accidental) ingestion or contact with contaminated soil are the exposure pathways of concern.&lt;br /&gt;
&lt;br /&gt;
==Uses and Potential Sources to the Environment==&lt;br /&gt;
Due to their unique properties, many PFAS function as surfactants or components of surface coatings. They are stain-resistant, heat-resistant, and are useful for coating surfaces that are in contact with acids or bases&amp;lt;ref&amp;gt;Krafft, M.P. and Riess, J.G., 2015. Selected physicochemical aspects of poly-and perfluoroalkylated substances relevant to performance, environment and sustainability - Part one. Chemosphere, 129, 4-19. [http://dx.doi.org/10.1016/j.chemosphere.2014.08.039 doi: 10.1016/j.chemosphere.2014.08.039]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Thus, they are used widely by a number of industries, including carpet, textile and leather production, chromium plating, photography, photolithography, semi-conductor manufacturing, coating additives, cleaning products, and insecticides&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. PFAS are also found in a variety of consumer products including food paper and packaging, furnishings, waterproof clothing, and cosmetics&amp;lt;ref&amp;gt;Birnbaum, L.S. and Grandjean, P., 2015. Alternatives to PFAS: Perspectives on the Science. Environmental Health Perspectives, 123(5), A104-A105. [http://dx.doi.org/10.1289/ehp.1509944 doi: 10.1289/ehp.1509944]&amp;lt;/ref&amp;gt;. The presence of PFASs in consumer products has created an urban background concentration in stormwater, wastewater treatment plant influent&amp;lt;ref&amp;gt;Houtz, E.F., 2013. Oxidative measurement of perfluoroalkyl acid precursors: Implications for urban runoff management and remediation of AFFF-contaminated groundwater and soil. Ph.D. Dissertation. Available online at http://escholarship.org/uc/item/4jq0v5qp&amp;lt;/ref&amp;gt;, and landfill leachate&amp;lt;ref&amp;gt;Lang, J.R., Allred, B.M., Peaslee, G.F., Field, J.A. and Barlaz, M.A., 2016. Release of Per-and Polyfluoroalkyl Substances (PFAS) from Carpet and Clothing in Model Anaerobic Landfill Reactors. Environmental Science &amp;amp; Technology, 50(10), 5024-5032. [http://dx.doi.org/10.1021/acs.est.5b06237 doi: 10.1021/acs.est.5b06237]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
One of the most widely known sources of PFAS is AFFF, which was used in large quantities in the environment on fires, at fire-fighting training areas, during the activation of fire suppression systems in airplane hangars and other buildings, and accidentally through AFFF storage, transport, and day-to-day handling. AFFF was routinely used at military sites, airports, and refineries. Formulations are proprietary and the composition of AFFF varies with the manufacturer. However, AFFF typically consists of water (60-93%), solvents such as butyl carbitol (3-25%), hydrocarbon surfactants (1-12%), one or more PFASs, and other compounds (e.g., corrosion inhibitors, electrolytes&amp;lt;ref&amp;gt;Conder, J., Deeb, R.A., Field, J.A. and Higgins, C.P., 2016. GRACast: Frequently asked questions on Per- and Polyfluoroalkyl Substances (PFAS). Presented on July 6. [[Media:Conder-2008-GRACast_Frequently_asked_questions_on_PFAS.pdf|FAQs]]&amp;lt;/ref&amp;gt;). PFAS signatures of a variety of different AFFF formulations can assist in forensic identification of PFAS sources&amp;lt;ref&amp;gt;Backe, W.J., Day, T.C. and Field, J.A., 2013. Zwitterionic, cationic, and anionic fluorinated chemicals in aqueous film forming foam formulations and groundwater from US military bases by nonaqueous large-volume injection HPLC-MS/MS. Environmental Science &amp;amp; Technology, 47(10), 5226-5234. [http://dx.doi.org/10.1021/es3034999 doi: 10.1021/es3034999]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Place, B.J. and Field, J.A., 2012. Identification of novel fluorochemicals in aqueous film-forming foams used by the U.S. military. Environmental Science &amp;amp; Technology, 46(13), 7120-7127. [http://dx.doi.org/10.1021/es301465n doi: 10.1021/es301465n]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==Regulation==&lt;br /&gt;
Final regulations have not yet been promulgated for PFAS; current criteria for PFAS are typically in the form of guidance or advisory levels (Table 2). The U.S. EPA recently developed Drinking Water Health Advisory levels for PFOA and PFOS, replacing previously published provisional values. Several states including Minnesota, Maine and New Jersey, have published screening values or interim criteria for one or more PFAS including PFOS, PFOA, perfluorobutanesulfonic acid (PFBS), perfluorobutanoic acid (PFBA) and perfluorononanoic acid (PFNA) (Table 2). Drinking water, groundwater, and soil criteria in the European Union was recently published in a summary report&amp;lt;ref&amp;gt;Concawe, 2016. Environmental fate and effects of poly- and perfluoroalkyl substances (PFAS). Report no. 8/16. [[Media:Concawe-2016-Environmental_fate_and_effects_of_PFAS.pdf|Report pdf]]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other regulatory actions have restricted the use and production of PFAS. PFOS was added to list of chemicals under the Stockholm Convention on persistent organic pollutants in 2009. Nearly all use of PFOS is therefore banned in Europe, with some exemptions. Substances or mixtures may not contain PFOS above 0.001% by weight (EU 757/2010). In the U.S., because PFOS manufacturing was voluntarily phased out in 2002, AFFF containing PFOS is no longer manufactured. The U.S. military and others still have large quantities of stockpiled AFFF containing PFOS, although its use is discouraged. &lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
!style=&amp;quot;background-color:#CEE0F2;&amp;quot;| REGULATORY AGENCY!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  DESCRIPTION !!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFOS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFOA!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFBS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFBA!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFNA&lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;DRINKING WATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA || [[Media:Deeb-Article_1-Table_2_L1-Drinking_water_health_advisories.pdf|Drinking Water Health Advisories]] ||style=&amp;quot;text-align:center;&amp;quot;|0.07||style=&amp;quot;text-align:center;&amp;quot;|0.07 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Health Canada|| [[Media:Deeb-Article_1-Table_2-L2-Drinking_water_screening_values.pdf|Drinking Water Screening Values]]||style=&amp;quot;text-align:center;&amp;quot;| 0.6||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 15||style=&amp;quot;text-align:center;&amp;quot;| 30||style=&amp;quot;text-align:center;&amp;quot;| 0.2&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [https://www1.maine.gov/dhhs/mecdc/environmental-health/eohp/wells/documents/pfoameg.pdf Maximum Exposure Guideline]||  ||style=&amp;quot;text-align:center;&amp;quot;| 0.1 || || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [http://www.michigan.gov/documents/deq/wrd-swas-rule57_372470_7.pdf Drinking Water Surface Water Quality Value] ||style=&amp;quot;text-align:center;&amp;quot;| 0.011||style=&amp;quot;text-align:center;&amp;quot;| 0.42|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection || [http://www.nj.gov/dep/watersupply/pdf/pfoa_dwguidance.pdf Preliminary Health-Based Guidance Value]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04 || || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection ||[[Media:Deeb-Article_1-Table_2-L6-Dev_of_MCL_recommendations_for_PFOA_and_PFOS.pdf|Development of MCL Recommendations for PFOA and PFOS are Currently in Progress]]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L7-Health-Based_Maximum_Contaminant_Level_MCL.pdf|Health-Based Maximum Contaminant Level (MCL) Recommendation]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.013&lt;br /&gt;
|-&lt;br /&gt;
|Vermont Department of Health|| [http://dec.vermont.gov/ Drinking Water Health Advisory Level]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.02|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;GROUNDWATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Department of Health|| [http://www.health.state.mn.us/divs/eh/risk/guidance/gw/table.html Health Risk Limit for Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.3||style=&amp;quot;text-align:center;&amp;quot;| 0.3 ||style=&amp;quot;text-align:center;&amp;quot;| 7 ||style=&amp;quot;text-align:center;&amp;quot;| 7 || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L10-Provisional_Groundwater_Remediaton_Objectives_Class_I_Groundwater.pdf|Provisional Groundwater Remediation Objectives, Class I Groundwater]]||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L11-Provisional_Groundwater_Remediaton_Objectives_Class_II_Groundwater_.pdf|Provisional Groundwater Remediation Objectives, Class II Groundwater]]|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|North Carolina Department of Environmental Quality||[http://deq.nc.gov/about/divisions/air-quality/science-advisory-board-toxic-air-pollutants/ncsab-aal-recommendations Interim Maximum Allowable Concentration] || || style=&amp;quot;text-align:center;&amp;quot;|1.0|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L13-Interim_specific_groundwatr_quality_criterion_fact_sheet.pdf|Interim Specific Ground Water Quality Criterion]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.01&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [http://www.maine.gov/dep/spills/publications/guidance/rags/ME-RAGS-Revised-Final_020516.pdf Remedial Action Guidelines for Residential Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.06||style=&amp;quot;text-align:center;&amp;quot;| 0.1|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L15-Groundwater_residential_generic_cleanup_criteria_and_screening_levels_.pdf|Groundwater Residential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.12||style=&amp;quot;text-align:center;&amp;quot;| 0.089|| || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L16-Groundwater_nonresidential_generic_cleanup_criteria_and_screening_levels.pdf|Groundwater Nonresidential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.5||style=&amp;quot;text-align:center;&amp;quot;| 0.28 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program|| [http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFASs for Several Different Exposure Scenarios (Groundwater)]|| || || || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Levels]||style=&amp;quot;text-align:center;&amp;quot; |0.4||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;SOIL (mg/kg)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA Region 4|| [[Media:Deeb-Article_1-Table_2-L18-Residential_soil_screening_levels.pdf|Residential Soil Screening Level]]|| style=&amp;quot;text-align:center;&amp;quot;|6|| style=&amp;quot;text-align:center;&amp;quot;|16|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L19-Industrial_soil_reference_value.xlsx|Industrial Soil Reference Value (.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 14||style=&amp;quot;text-align:center;&amp;quot;| 13|| ||style=&amp;quot;text-align:center;&amp;quot;| 500|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L20-Residential_soil_reference_value.xlsx|Residential Soil Reference Value(.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 2.1|| style=&amp;quot;text-align:center;&amp;quot;|2.1|| ||style=&amp;quot;text-align:center;&amp;quot;| 77|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L21-Recreational_soil_reference_value.xlsx|Recreational Soil Reference Value(.xlsx)]]|| style=&amp;quot;text-align:center;&amp;quot;|2.6||style=&amp;quot;text-align:center;&amp;quot;| 2.5|| ||style=&amp;quot;text-align:center;&amp;quot;| 95|| &lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection||[[Media:Deeb-Article_1-Table_2-L22-ME-Remedial_Action_guidelines.pdf|Remedial Action Guidelines for different exposure scenarios]]||style=&amp;quot;text-align:center;&amp;quot;|11-82|| || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program ||[http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFASs for Several Different Exposure Scenarios (Soil)] || || || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Arctic Zone]||style=&amp;quot;text-align:center;&amp;quot; |2.2||style=&amp;quot;text-align:center;&amp;quot;| 2.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Under 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.6||style=&amp;quot;text-align:center;&amp;quot;| 1.6|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Over 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.3||style=&amp;quot;text-align:center;&amp;quot;| 1.3|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Migration to Groundwater (MTGW)]||style=&amp;quot;text-align:center;&amp;quot; |0.0030||style=&amp;quot;text-align:center;&amp;quot;| 0.0017|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;10&amp;quot; style=&amp;quot;color:black;text-align;font-size:90%;left;&amp;quot;|Table 2. Summary of PFAS Regulatory Criteria. Regulatory criteria for PFAS are still evolving relatively quickly. Please check the hyperlinked reference to confirm that the regulatory criteria listed in the table are up to date before using this information. Some states have PFAS regulatory values for groundwater as a result of consent agreements (e.g., both West Virginia and Ohio signed a [https://yosemite.epa.gov/opa/admpress.nsf/a5792a626c8dac098525735900400c2d/35ab2180c4ed47698525757700575dc2!OpenDocument consent agreement] with DuPont listing 0.4 µg/L as a precautionary site-specific action level for PFOA). Other states (e.g., Delaware, New Hampshire, New York) have adopted U.S. EPA provisional health advisory levels for PFOS and PFOA in several water systems. Pennsylvania has investigated PFOS contamination associated with two contaminated wells identified through EPA Unregulated Contaminant Monitoring Rule program. Alabama has also addressed PFAS contamination on a site-specific basis. Alaska has conducted sampling and monitoring for PFAS at multiple sites.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Sampling and Analytical Methods==&lt;br /&gt;
Because PFAS are present in several common consumer items, care should be taken during sampling to eliminate contact with other potential sources of PFAS. Most standard operating procedures and work plans advise avoiding the use of polytetrafluoroethylene-based (e.g., Teflon) components including tubing and lined sample bottle caps. Some also instruct samplers not to wear waterproof jackets or other outerwear with a waterproof coating, and to avoid handling packaged foods that may contain fluorotelomer-based chemicals to increase non-stick properties. Due to the affinity of PFAS for the air-water interface and the wettability of glass, sample bottles are typically polypropylene or high-density polyethylene. &lt;br /&gt;
&lt;br /&gt;
Most commercial laboratories use a modified version of U.S. EPA Method 537 for the analysis of PFAS in drinking water. This method consists of solid phase extraction and liquid chromatography with tandem mass spectrometry. Analytes include PFOS, PFOA, and typically 12 other PFAS (mostly perfluorocarboxylic acids and perfluorosulfonic acids) of varying carbon chain length. Specialty laboratories have modified this analytical method for matrices other than drinking water, to better recover shorter-chain compounds, or achieve lower detection limits.&lt;br /&gt;
&lt;br /&gt;
Commercial laboratories that can quantify an even broader suite of PFAS (e.g., those known to be present in AFFF formulations and degrade to form PFOA and PFOS) are rare. An analytical method to detect several families of PFAS precursors&amp;lt;ref&amp;gt;TerMaath, S., J. Field and C. Higgins, 2016. Per- and polyfluoroalkyl substances (PFASs): Analytical and characterization frontiers. [https://www.serdp-estcp.org/Tools-and-Training/Webinar-Series/01-28-2016 Webinar Series]&amp;lt;/ref&amp;gt;. There is also the Total Oxidizable Precursor (TOP) assay, a bulk measurement of precursors that can be oxidized to perfluorocarboxylates&amp;lt;ref&amp;gt;Houtz, E.F., Higgins, C.P., Field, J.A. and Sedlak, D.L., 2013. Persistence of perfluoroalkyl acid precursors in AFFF-impacted groundwater and soil. Environmental Science &amp;amp; Technology, 47(15), 8187-8195. [http://dx.doi.org/10.1021/es4018877 doi: 10.1021/es4018877]&amp;lt;/ref&amp;gt;. Other approaches to quantify the total amount of organic fluorine in water samples include particle induced gamma-ray emission (PIGE) and absorbable organic fluorine (AOF)&amp;lt;ref&amp;gt;Willach, S., Brauch, H.J. and Lange, F.T., 2016. Contribution of selected perfluoroalkyl and polyfluoroalkyl substances to the adsorbable organically bound fluorine in German rivers and in a highly contaminated groundwater. Chemosphere, 145, 342-350. [http://dx.doi.org/10.1016/j.chemosphere.2015.11.113 doi:10.1016/j.chemosphere.2015.11.113]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The cost-effectiveness of high-resolution site characterization methods for PFAS is currently limited due to the lack of a reliable analytical method that can be used in the field as a screening method. Several research groups have attempted to design a field-ready mobile analytical method. For example, United Science LLC is developing ion selective electrodes to measure PFOS at ng/L levels&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency, 2015. Final report: field deployable PFCs sensors for contaminated soil screening. EPA contract number EPD14012. [https://cfpub.epa.gov/ncer_abstracts/index.cfm/fuseaction/display.abstractDetail/abstract/10230/report/F Report pdf]&amp;lt;/ref&amp;gt;. Geosyntec Consultants and Eurofins Eaton Analytical are developing a mobile field unit for screening PFOS and other PFASs to ng/L levels&amp;lt;ref&amp;gt;Deeb, R., Chambon, J., Haghani, A., and Eaton, A., 2016. Development and testing of an analytical method for real time measurement of polyfluoroalkyl and perfluoroalkyl substances (PFAS). Presented at the Battelle Chlorinated Conference, Palm Springs, CA.&amp;lt;/ref&amp;gt;. &lt;br /&gt;
  &lt;br /&gt;
==Fate and Transport==&lt;br /&gt;
The following summarize some key concepts for PFAS fate and transport:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Sorption&amp;#039;&amp;#039;&amp;#039;: Both PFOA and PFOS are anions at typical environmental pH values, but still exhibit strong interactions with solid-phase organic carbon. For this reason, the f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt;-K&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; method for predicting sorption is generally appropriate&amp;lt;ref&amp;gt;Higgins, C.P., and Luthy, R.G., 2006. Sorption of perfluorinated surfactants on sediments. Environmental Science &amp;amp; Technology, 40(23), 7251-7256. [http://dx.doi.org/10.1021/es061000n doi: 10.1021/es061000n]&amp;lt;/ref&amp;gt;, though this has not been confirmed for all PFAS. Interactions with mineral phases, particularly ferric oxide materials, may be important in low f f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; materials&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;&amp;gt;Ferrey, M.L., Wilson, J.T., Adair, C., Su, C., Fine, D.D., Liu, X. and Washington, J.W., 2012. Behavior and fate of PFOA and PFOS in sandy aquifer sediment. Groundwater Monitoring &amp;amp; Remediation, 32(4), 63-71. [http://dx.doi.org/10.1111/j.1745-6592.2012.01395.x  doi: 10.1111/j.1745-6592.2012.01395.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, R.L., Anschutz, A.J., Smolen, J.M., Simcik, M.F. and Penn, R.L., 2007. The adsorption of perfluorooctane sulfonate onto sand, clay, and iron oxide surfaces. Journal of Chemical &amp;amp; Engineering Data, 52(4), 1165-1170. [http://dx.doi.org/10.1021/je060285g doi: 10.1021/je060285g]&amp;lt;/ref&amp;gt;. At present, empirical site-specific sorption estimates are recommended to accurately predict PFAS mobility&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Biotransformation&amp;#039;&amp;#039;&amp;#039;: PFOS, PFOA, and analogous compounds of varying chain lengths are persistent in the environment and do not readily biodegrade. Polyfluorinated forms partially degrade in the environment&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;&amp;gt;Tseng, N., Wang, N., Szostek, B. and Mahendra, S., 2014. Biotransformation of 6: 2 fluorotelomer alcohol (6: 2 FTOH) by a wood-rotting fungus. Environmental Science &amp;amp; Technology, 48(7), 4012-4020. [http://dx.doi.org/10.1021/es4057483 doi:10.1021/es4057483]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Houtz, E.F., Yi, S., Field, J.A., Sedlak, D.L. and Alvarez-Cohen, L., 2015. Aerobic biotransformation of fluorotelomer thioether amido sulfonate (Lodyne) in AFFF-amended microcosms. Environmental Science &amp;amp; Technology, 49(13), pp.7666-7674. [http://dx.doi.org/10.1021/acs.est.5b01219  doi: 10.1021/acs.est.5b01219]&amp;lt;/ref&amp;gt;, particularly if conditions (e.g., dissolved oxygen concentrations, pH) have been altered to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;&amp;gt;McGuire, M.E., Schaefer, C., Richards, T., Backe, W.J., Field, J.A., Houtz, E., Sedlak, D.L., Guelfo, J.L., Wunsch, A. and Higgins, C.P., 2014. Evidence of remediation-induced alteration of subsurface poly-and perfluoroalkyl substance distribution at a former firefighter training area. Environmental Science &amp;amp; Technology, 48(12), 6644-6652. [http://dx.doi.org/10.1021/es5006187 doi: 10.1021/es5006187]&amp;lt;/ref&amp;gt;. However, degradation products are often more recalcitrant – degradable polyfluorinated forms are precursors for PFOA, PFOS and their homologs. In contrast, fungal degradation has been shown to result in lower production of perfluorocarboxylic acids&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Other effects of microbes&amp;#039;&amp;#039;&amp;#039;: Some microbes, in the presence of PFOA, aggregate and produce extracellular polymeric substances&amp;lt;ref&amp;gt;Weathers, T.S., Higgins, C.P. and Sharp, J.O., 2015. Enhanced biofilm production by a toluene-degrading rhodococcus observed after exposure to perfluoroalkyl acids. Environmental Science &amp;amp; Technology, 49(9), 5458-5466. [http://dx.doi.org/10.1021/es5060034 doi: 10.1021/es5060034]&amp;lt;/ref&amp;gt;. Microbes also facilitate PFAS leaching under methanogenic conditions common at municipal solid waste landfills&amp;lt;ref&amp;gt;Allred, B.M., Lang, J.R., Barlaz, M.A. and Field, J.A., 2015. Physical and biological release of poly-and perfluoroalkyl substances (PFAS) from municipal solid waste in anaerobic model landfill reactors. Environmental Science &amp;amp; Technology, 49(13), 7648-7656. [http://dx.doi.org/10.1021/acs.est.5b01040 doi: 10.1021/acs.est.5b01040]&amp;lt;/ref&amp;gt;. Depending on the conditions, microbial activity may therefore enhance the mobility of compounds like PFOS and PFOA or hypothetically have the opposite effect by increasing sorption. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Effect of co-contaminants and co-contaminant remediation strategies&amp;#039;&amp;#039;&amp;#039;: Interactions between PFAS and non-aqueous phase liquids can retard PFAS migration&amp;lt;ref&amp;gt;Guelfo, J. 2013. Subsurface fate and transport of poly- and perfluoroalkyl substances. Doctor of Philosophy Thesis, Colorado School of Mines. [[Media:Guelfo-2013-Subsuface_fate_and_transport_of_Poly-and_perfluoroalkyl_substances.pdf|Thesis]]&amp;lt;/ref&amp;gt;. TCE dechlorination can be inhibited by PFASs&amp;lt;ref&amp;gt;Weathers, T.S., Harding-Marjanovic, K., Higgins, C.P., Alvarez-Cohen, L. and Sharp, J.O., 2015. Perfluoroalkyl acids inhibit reductive dechlorination of trichloroethene by repressing dehalococcoides. Environmental Science &amp;amp; Technology, 50(1), 240-248. [http://dx.doi.org/10.1021/acs.est.5b04854 doi: 10.1021/acs.est.5b04854]&amp;lt;/ref&amp;gt; and that inhibition depends both on PFAS structure and&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Yi, S., Weathers, T.S., Sharp, J.O., Sedlak, D.L. and Alvarez-Cohen, L., 2016. Effects of Aqueous Film-Forming Foams (AFFFs) on Trichloroethene (TCE) Dechlorination by a Dehalococcoides mccartyi-Containing Microbial Community. Environmental Science &amp;amp; Technology, 50(7), 3352-3361. [http://dx.doi.org/10.1021/acs.est.5b04773 doi: 10.1021/acs.est.5b04773]&amp;lt;/ref&amp;gt;. PFAS precursors degraded to form PFOA and other PFAS at a former fire-fighting training area at Ellsworth Air Force Base, where several remediation methods, including soil vapor extraction, groundwater pump and treat, bioventing, and oxygen infusion were used to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
==Soil and Groundwater Remediation==&lt;br /&gt;
Due to the chemical and thermal stability of PFAS and the complexity of PFAS mixtures, soil and groundwater remediation is challenging and costly. Research is still ongoing to develop effective remedial strategies. &lt;br /&gt;
&lt;br /&gt;
For soil, it is common to evaluate several management options: 1) treatment and/or direct on-site reuse, 2) temporary on-site storage, and 3) off-site disposal to a soil processing or treatment facility, licensed landfill, or incinerator. Soil treatment products are commercially available to stabilize PFAS and decrease leaching. Criteria for stabilizing or treating soils prior to landfill disposal are highly site specific. Other technologies that have been considered for removing PFAS from soil include soil washing and incineration. &lt;br /&gt;
&lt;br /&gt;
For groundwater, management options include the following: 1) in situ treatment, 2) ex situ treatment and/or reuse, aquifer reinjection, or discharge to surface water, stormwater, or sewer, 3) temporary on-site storage, and 4) off-site disposal to a hazardous waste treatment and disposal facility. The most common remediation approach is to use pump-and-treat with granular activated carbon followed by off-site incineration of the spent activated carbon. This technology has been used for years at full scale&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;&amp;gt;Appleman, T.D., Higgins, C.P., Quinones, O., Vanderford, B.J., Kolstad, C., Zeigler-Holady, J.C. and Dickenson, E.R., 2014. Treatment of poly-and perfluoroalkyl substances in US full-scale water treatment systems. Water Research, 51, 246-255. [http://dx.doi.org/10.1016/j.watres.2013.10.067  doi: 10.1016/j.watres.2013.10.067 ]&amp;lt;/ref&amp;gt;. However, granular activated carbon has a relatively low capacity for PFAS particularly when shorter-chain compounds are present. Sorption capacity improvement tests have been conducted on various forms of granular and powdered activated carbon, ion exchange, and other sorbent materials and mixtures of clay, powdered activated carbon, and other sorbents&amp;lt;ref&amp;gt;Du, Z., Deng, S., Bei, Y., Huang, Q., Wang, B., Huang, J. and Yu, G., 2014. Adsorption behavior and mechanism of perfluorinated compounds on various adsorbents-A review. Journal of Hazardous Materials, 274, 443-454. [http://dx.doi.org/10.1016/j.jhazmat.2014.04.038 doi:10.1016/j.jhazmat.2014.04.038]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other methods for ex situ PFAS removal include high-pressure membrane treatment using nanofiltration or reverse osmosis. Membrane technologies at full-scale municipal water treatment facilities have effectively removed PFAS&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;/&amp;gt;. For typical environmental remediation applications, however, membrane treatment has a higher cost than activated carbon and effectiveness can be impaired by other groundwater contaminants&amp;lt;ref&amp;gt;Department of the Navy (DON). 2015. Interim perfluorinated compounds (PFCs) guidance/frequently asked questions. [[Media:Dept_of_Navy-_2015-Interim_Perfluorinated_Compounds_Frequently_asked_questions.pdf|FAQs]]&amp;lt;/ref&amp;gt;. Neutral PFASs, such as the perfluoroalkyl sulfonamides, may not be sufficiently removed&amp;lt;ref&amp;gt;Steinle-Darling, E. and Reinhard, M., 2008. Nanofiltration for trace organic contaminant removal: structure, solution, and membrane fouling effects on the rejection of perfluorochemicals. Environmental Science &amp;amp; Technology, 42 (14), 5292–5297. [http://dx.doi.org/10.1021/es703207s doi: 10.1021/es703207s]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==PFAS Treatment Research==&lt;br /&gt;
PFAS treatment research includes the following topics:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;PFAS Sequestration&amp;#039;&amp;#039;&amp;#039;: Sorbents are being investigated with the long-term goal of using them in an in situ barrier as a low-cost, long-term treatment solution, combined with a method for periodically regenerating or renewing the emplaced sorbent material and treating waste streams on site using ex-situ chemical oxidation ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ESTCP project 2423]&amp;lt;ref&amp;gt;Crimi, M. 2014. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC), ER-2423. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ER-2423]&amp;lt;/ref&amp;gt;). SERDP/ESTCP has also funded research ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US ESTCP project ER-2425]) to test in situ injection of chemical coagulants (e.g., polyaluminum chloride, cationic polymers) to aid with sorption&amp;lt;ref&amp;gt;Simcik, M. (2014). Development of a novel approach for in situ remediation of PFC contaminated groundwater systems, ER-2425. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425 ER-2425]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Proof-of-Concept for Biological Treatment&amp;#039;&amp;#039;&amp;#039;: Fungi have been used successfully to degrade PFAS under laboratory conditions&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;&amp;lt;ref&amp;gt;Qingguo, J. H., 2013. Remediation of perfluoroalkyl contaminated aquifers using an In-situ two-layer barrier: laboratory batch and column study. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2127 ER-2127]&amp;lt;/ref&amp;gt;, but are more difficult to maintain in situ. New work ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US ESTCP project ER-2422]) is focused on the viability of packaging the PFAS-degrading enzymes from wood-rotting fungi into “vaults” (naturally-occurring particles found in a wide variety of microorganisms) and using bioaugmentation for in situ degradation&amp;lt;ref&amp;gt;Mahendra, S., 2014. Bioaugmentation with vaults: novel in situ remediation strategy for transformation of perfluoroalkyl compounds, SERDP, ER-2422. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422 ER-2422]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;&amp;gt; Merino, N., Qu, Y., Deeb, R.A., Hawley, E.L., Hoffman, M.R and Mahendra, S., 2016. Degradation and removal methods for perfluoroalkyl and polyfluoroalkyl substances (PFAS) in water. Environmental Engineering Science, 33(9), 615-649. [http://dx.doi.org/10.1089/ees.2016.0233 doi:10.1089/ees.2016.0233]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Advanced Oxidation Processes&amp;#039;&amp;#039;&amp;#039;: Advanced oxidation processes for PFAS include electrochemical oxidation, photolysis, and photocatalysis&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;/&amp;gt;. Electrocatalytic and catalytic approaches using Ti/RuO&amp;lt;sub&amp;gt;2&amp;lt;/sub&amp;gt; and other mixed metal oxide anodes have been used to oxidize PFAS in the laboratory under a range of conditions ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US ESTCP project 2424]&amp;lt;ref&amp;gt;Schaefer, C., 2014. Investigating electrocatalytic and catalytic approaches for in situ treatment of perfluoroalkyl contaminants in groundwater, ER-2424. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424 ER-2424]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;In Situ Chemical Reduction&amp;#039;&amp;#039;&amp;#039;: Methods being investigated include the use of zero-valent metals/bimetals (Pd/Fe, Mg, Pd/Mg) with clay interlayers and co-solvent assisted Vitamin B12 defluorination. One ongoing project ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US SERDP project ER-2426]) focuses on PFOS, which is recalcitrant to many oxidation processes&amp;lt;ref&amp;gt;Lee, L., 2014. Quantification of in situ chemical reductive defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs, ER-2426. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426 ER-2426]&amp;lt;/ref&amp;gt;. Reductive technologies could be used as a first step in remediating PFOS and other PFAS.  &lt;br /&gt;
&lt;br /&gt;
==Summary==&lt;br /&gt;
PFAS are present in the environment and pose several challenges. Perfluoroalkyl substances are highly stable and can biomagnify in wildlife. Health-based advisory levels are low, i.e., ng/L concentrations in groundwater and drinking water. As awareness of PFAS grows and regulatory criteria evolve, site managers are conducting site investigation, improving analytical techniques, and designing and operating remediation systems. SERDP/ESTCP-funded research aims to demonstrate effective treatment technologies for PFAS and improve technology cost-effectiveness.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&lt;br /&gt;
&amp;lt;references/&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Relevant Ongoing SERDP/ESTCP Projects:&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC). SERDP/ESTCP Project ER-2423]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US. Quantification of In Situ Chemical Reductive Defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs. SERDP/ESTCP Project ER-2426] &lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US. Bioaugmentation with vaults: Novel In Situ Remediation Strategy for Transformation of Perfluoroalkyl Compounds. SERDP/ESTCP Project ER-2422]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US. Investigating Electrocatalytic and Catalytic Approaches for In Situ Treatment of Perfluoroalkyl Contaminants in Groundwater. SERDP/ESTCP project ER-2424]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US. Development of a Novel Approach for In Situ Remediation of Pfc Contaminated Groundwater Systems. SERDP/ESTCP project ER-2425]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11643</id>
		<title>Vapor Intrusion (VI)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11643"/>
		<updated>2018-05-12T16:34:37Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Case Studies */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Even slight depressurization of a building relative to the subsurface can increase the potential for VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc. Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily biodegraded in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
Regulatory guidance commonly recommends that multiple lines of evidence be evaluated to determine if VI pathways into buildings are complete and significant.  Important lines of evidence may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Several consumer products including such glues, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs.  Several diagnostic methods are available to determine if VOCs found in a building originated from the subsurface or from indoor sources including:&lt;br /&gt;
*Real-time monitoring of VOCs during controlled building depressurization using a fan or blower-door&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*Use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory, technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, VI mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016, we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks.&lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
The conceptual and mechanistic understandings of VI pathways and tools for assessment and mitigation of VI are rapidly evolving.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where large variations in VI behavior was observed with distinct summer vs. winter patterns&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11642</id>
		<title>Vapor Intrusion (VI)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11642"/>
		<updated>2018-05-12T16:30:33Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Research and Technology Development Efforts */&lt;/p&gt;
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&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Even slight depressurization of a building relative to the subsurface can increase the potential for VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc. Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily biodegraded in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
Regulatory guidance commonly recommends that multiple lines of evidence be evaluated to determine if VI pathways into buildings are complete and significant.  Important lines of evidence may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Several consumer products including such glues, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs.  Several diagnostic methods are available to determine if VOCs found in a building originated from the subsurface or from indoor sources including:&lt;br /&gt;
*Real-time monitoring of VOCs during controlled building depressurization using a fan or blower-door&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*Use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory, technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, VI mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016, we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks.&lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
The conceptual and mechanistic understandings of VI pathways and tools for assessment and mitigation of VI are rapidly evolving.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11641</id>
		<title>Vapor Intrusion (VI)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11641"/>
		<updated>2018-05-12T16:28:28Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Causing VI Inadvertently via Remediation */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Even slight depressurization of a building relative to the subsurface can increase the potential for VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc. Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily biodegraded in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
Regulatory guidance commonly recommends that multiple lines of evidence be evaluated to determine if VI pathways into buildings are complete and significant.  Important lines of evidence may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Several consumer products including such glues, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs.  Several diagnostic methods are available to determine if VOCs found in a building originated from the subsurface or from indoor sources including:&lt;br /&gt;
*Real-time monitoring of VOCs during controlled building depressurization using a fan or blower-door&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*Use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory, technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, VI mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016, we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks.&lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
VI is a field with a rapid evolution of conceptual and mechanistic understandings of the pathways and tools for assessment and mitigation.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11640</id>
		<title>Vapor Intrusion (VI)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11640"/>
		<updated>2018-05-12T16:26:17Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Causing VI Inadvertently via Remediation */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Even slight depressurization of a building relative to the subsurface can increase the potential for VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc. Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily biodegraded in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
Regulatory guidance commonly recommends that multiple lines of evidence be evaluated to determine if VI pathways into buildings are complete and significant.  Important lines of evidence may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Several consumer products including such glues, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs.  Several diagnostic methods are available to determine if VOCs found in a building originated from the subsurface or from indoor sources including:&lt;br /&gt;
*Real-time monitoring of VOCs during controlled building depressurization using a fan or blower-door&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*Use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory, technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide atypical preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, building mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016 we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks.&lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
VI is a field with a rapid evolution of conceptual and mechanistic understandings of the pathways and tools for assessment and mitigation.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11639</id>
		<title>Vapor Intrusion (VI)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11639"/>
		<updated>2018-05-12T15:56:40Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Investigation and Assessment */&lt;/p&gt;
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&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Even slight depressurization of a building relative to the subsurface can increase the potential for VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc. Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily biodegraded in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
Regulatory guidance commonly recommends that multiple lines of evidence be evaluated to determine if VI pathways into buildings are complete and significant.  Important lines of evidence may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Several consumer products including such glues, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs.  Several diagnostic methods are available to determine if VOCs found in a building originated from the subsurface or from indoor sources including:&lt;br /&gt;
*Real-time monitoring of VOCs during controlled building depressurization using a fan or blower-door&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*Use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide atypical preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, building mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016 we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks. &lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
VI is a field with a rapid evolution of conceptual and mechanistic understandings of the pathways and tools for assessment and mitigation.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
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		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11638</id>
		<title>Vapor Intrusion (VI)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11638"/>
		<updated>2018-05-12T15:48:10Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Investigation and Assessment */&lt;/p&gt;
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&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Even slight depressurization of a building relative to the subsurface can increase the potential for VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc. Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily biodegraded in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
Regulatory guidance commonly recommends that multiple lines of evidence be evaluated to determine if VI pathways into buildings are complete and significant.  Important lines of evidence may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Because several consumer products such as some hobby glue, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs, there is a need to determine if VOCs found in a building originated from the subsurface or from indoor sources.  Several diagnostic methods may be employed, such as methods described in these ESTCP projects:&lt;br /&gt;
*controlled building depressurization that attempts to induce VI in an indoor space using a fan or blower-door while changes in VOC concentrations in indoor air are observed under the depressurized conditions using real-time monitoring&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide atypical preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, building mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016 we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks. &lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
VI is a field with a rapid evolution of conceptual and mechanistic understandings of the pathways and tools for assessment and mitigation.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
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		<title>Vapor Intrusion (VI)</title>
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		<updated>2018-05-12T15:41:24Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Vapor Migration and Driving Forces */&lt;/p&gt;
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&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Even slight depressurization of a building relative to the subsurface can increase the potential for VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc. Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
Based on the tendency for vapor migration, VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily undergo biodegradation in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The current approach in most regulatory guidance involves examining the concordance in multiple lines of evidence, which may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available, to determine if VI pathways into buildings are complete and significant.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those, for example, recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Because several consumer products such as some hobby glue, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs, there is a need to determine if VOCs found in a building originated from the subsurface or from indoor sources.  Several diagnostic methods may be employed, such as methods described in these ESTCP projects:&lt;br /&gt;
*controlled building depressurization that attempts to induce VI in an indoor space using a fan or blower-door while changes in VOC concentrations in indoor air are observed under the depressurized conditions using real-time monitoring&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide atypical preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, building mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016 we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks. &lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
VI is a field with a rapid evolution of conceptual and mechanistic understandings of the pathways and tools for assessment and mitigation.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11636</id>
		<title>Vapor Intrusion (VI)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11636"/>
		<updated>2018-05-12T15:40:53Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Vapor Migration and Driving Forces */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Even slight depressurization of a building relative to the subsurface can increase the potential for VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc). Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
Based on the tendency for vapor migration, VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily undergo biodegradation in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The current approach in most regulatory guidance involves examining the concordance in multiple lines of evidence, which may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available, to determine if VI pathways into buildings are complete and significant.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those, for example, recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Because several consumer products such as some hobby glue, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs, there is a need to determine if VOCs found in a building originated from the subsurface or from indoor sources.  Several diagnostic methods may be employed, such as methods described in these ESTCP projects:&lt;br /&gt;
*controlled building depressurization that attempts to induce VI in an indoor space using a fan or blower-door while changes in VOC concentrations in indoor air are observed under the depressurized conditions using real-time monitoring&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide atypical preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, building mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016 we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks. &lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
VI is a field with a rapid evolution of conceptual and mechanistic understandings of the pathways and tools for assessment and mitigation.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11635</id>
		<title>Vapor Intrusion (VI)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11635"/>
		<updated>2018-05-12T15:38:17Z</updated>

		<summary type="html">&lt;p&gt;Rborden: /* Vapor Migration and Driving Forces */&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Buildings when even slightly depressurized relative to the subsurface may be more prone to VI. Vapor entry may occur through openings in floors and walls including cracks, mortar joints, foundations gaps, plumbing penetrations, etc). Water, sewer and other utility lines can act as vapor conduits, enhancing vapor transport into buildings.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
Based on the tendency for vapor migration, VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily undergo biodegradation in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The current approach in most regulatory guidance involves examining the concordance in multiple lines of evidence, which may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available, to determine if VI pathways into buildings are complete and significant.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those, for example, recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Because several consumer products such as some hobby glue, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs, there is a need to determine if VOCs found in a building originated from the subsurface or from indoor sources.  Several diagnostic methods may be employed, such as methods described in these ESTCP projects:&lt;br /&gt;
*controlled building depressurization that attempts to induce VI in an indoor space using a fan or blower-door while changes in VOC concentrations in indoor air are observed under the depressurized conditions using real-time monitoring&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide atypical preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, building mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016 we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks. &lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
VI is a field with a rapid evolution of conceptual and mechanistic understandings of the pathways and tools for assessment and mitigation.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Vapor_Intrusion_(VI)&amp;diff=11634</id>
		<title>Vapor Intrusion (VI)</title>
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		<updated>2018-05-12T15:28:34Z</updated>

		<summary type="html">&lt;p&gt;Rborden: &lt;/p&gt;
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&lt;div&gt;[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion  Vapor intrusion (VI)] is a term that describes the migration of sufficiently volatile compounds from subsurface media (such as soil or groundwater) into the [[wikipedia: Indoor air quality |indoor air]] of buildings. VI may result in unacceptable chronic or even acute exposures to occupants (e.g., residents or employees) of buildings near or overlying volatile compound contaminated sites. VI is assessed as a part of investigation and cleanup activities performed under environmental restoration programs, but characterization can be difficult because several consumer products also contain [[wikipedia: Volatile organic compound | volatile organic compounds (VOCs)]]. VI is typically addressed using a combination of subsurface source remediation and VI mitigation of exposure in buildings. Because of the rapid biodegradation of petroleum hydrocarbon vapors, fewer petroleum hydrocarbon sites have a complete vapor intrusion pathway than sites containing [[Chlorinated Solvents | chlorinated solvents]].&lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Chris Lutes]], [[Dr. Loren Lund]] with [[John Lowe]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|OSWER Technical Guide for Assessing and Mitigating the Vapor Intrusion Pathway from Subsurface Vapor Sources to Indoor Air]]&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015. OSWER Technical guide for assessing and mitigating the vapor intrusion pathway from subsurface vapor source to indoor air. 9200.2-154. Office of Solid Waste and Emergency Response, Washington, D.C. pp 267. [[Media:USEPA-2015a-Oswer-vapor-intrusion-technical-guide-final.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
*[[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites]]&amp;lt;ref name= &amp;quot;DON2015&amp;quot;&amp;gt;Department of the Navy (DON), 2015. A Quantitative Decision Framework for Assessing Navy Vapor Intrusion Sites. Technical Report TR-NAVFAC-EXWC-EV-1603. [[Media:DON_-_2015._A_Quantitative_Decision...Tech_Rpt_TR-NAVFAC-EXWC-EV-1603.pdf|Report.pdf]]&amp;lt;/ref&amp;gt; &lt;br /&gt;
&lt;br /&gt;
== Introduction ==&lt;br /&gt;
VI is the migration of chemical vapors from a subsurface vapor source in soil or groundwater to indoor air. VI is one example of an exposure pathway - a means by which hazardous substances can move through the environment and come into contact with people. Other examples of exposure pathways include groundwater ingestion and direct contact with contaminated soils. Volatile chemicals, including chlorinated compounds such as [[wikipedia: Trichloroethylene | trichloroethene (TCE)]] and [[wikipedia: Tetrachloroethylene | tetrachloroethene (PCE)]], are often considered constituents of concern for VI. Petroleum hydrocarbons such as [[wikipedia: Benzene | benzene]], [[wikipedia: Toluene | toluene]], [[wikipedia: Ethylbenzene | ethylbenzene]], and [[wikipedia: Xylene | xylenes]] can also cause VI problems, but this occurs less frequently because these compounds readily biodegrade in soil&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012. Petroleum Hydrocarbons and Chlorinated Solvents Differ in Their Potential for Vapor Intrusion. Office of Underground Storage Tanks. [[Media:USEPA-2012c._Petroleum_Hydrocarbons_and_Chlorinated_Solvents....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;&amp;gt;Interstate Technology and Regulatory Council (ITRC), 2014. Petroleum vapor intrusion: Fundamentals of screening, investigation, and management. PVI-1. Washington, D.C. Petroleum Vapor Intrusion Team. [[Media:ITRC-2014-PVI_Fundamentals_of_Screening_and_Investigation_and_Mgmt.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Some inorganic substances such as [[wikipedia: Mercury (element) | mercury]] also might volatilize from the subsurface into indoor air.&lt;br /&gt;
&lt;br /&gt;
== Vapor Sources in a Conceptual Site Model ==&lt;br /&gt;
A conceptual site model (CSM) is a simple description of the key processes at a site and is used to support characterizations, risk assessments, remediation planning, and implementation. In general, the CSM for VI consists of vapor sources, subsurface vapor migration potential, driving forces from the subsurface into buildings, and mixing of chemicals in indoor air&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2012. Conceptual Model Scenarios for the Vapor Intrusion Pathway. USEPA, Washington, DC. EPA-530-R-10-03. [[Media:USEPA-2012b._Conceptual_Model_Scenarios_for_Vapor_Intrusion_Pathway.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. A simplified VI CSM is as follows (Fig. 1):&lt;br /&gt;
&lt;br /&gt;
[[File:Lutes-Article1w2.Fig 1.PNG|500 px|right]]&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Vapor sources:&amp;#039;&amp;#039;&amp;#039; Two classes of vapor sources may be included in a CSM: &lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Primary releases&amp;#039;&amp;#039;&amp;#039; are located immediately adjacent to former chemical release locations such as underground storage tanks, landfills, or spill sites. Primary releases that are adjacent to or within buildings, such as spills from a vapor degreaser in a shop, have a higher potential for creating a significant VI pathway.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Secondary vapor sources&amp;#039;&amp;#039;&amp;#039; are located at a distance from chemical release locations. For example, a volatile chemical plume that has migrated through soil vapor or groundwater away from a spill site (such as a vapor degreaser). The potential for a significant VI pathway from a secondary vapor source depends on the concentrations and depth in soil vapor or groundwater, the properties of the soil underlying the building, and the locations of atypical preferential pathways for vapor migration (e.g., sewer utilities, McHugh, 2016&amp;lt;ref&amp;gt;McHugh, T., Loll, P. and Eklund, B., 2017. Recent advances in vapor intrusion site investigations. Journal of Environmental Management, 204, pp.783-792. [https://doi.org/10.1016/j.jenvman.2017.02.015 doi: 10.1016/j.jenvman.2017.02.015]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
===Vapor Migration and Driving Forces===&lt;br /&gt;
Contaminants in groundwater can volatilize into the overlying soil. The tendency for contaminants to volatilize from groundwater to soil depends on their [[wikipedia: Henry&amp;#039;s law | Henry&amp;#039;s Law]] constant, which is the partitioning coefficient between water and air. Volatile compounds migrate through the air-filled porosity in soil primarily via diffusion from areas with higher vapor concentrations (such as near contaminant sources in the subsurface) to lower vapor concentrations (such as inside a building).   The tendency for volatile compounds to diffuse through soil depends on their chemical and physical properties (diffusion coefficients in air and water), [[wikipedia: Pore space in soil | soil porosity]], and the [[wikipedia: Water content | soil moisture content]].&lt;br /&gt;
&lt;br /&gt;
As volatile compounds in soil gas migrate toward the surface, they encounter the building’s zone of influence where advective air movement becomes more dominant. [[wikipedia: Advection | Advective transport]] occurs when there is a difference in pressure between the subsurface and indoor spaces. This pressure differential is related to factors such as the [[wikipedia: Stack effect | stack effect]] (the movement of air into and out of buildings, chimneys, flue gas stacks, or other containers, resulting from air buoyancy); operation of the heating, ventilation, and air conditioning (HVAC) system; and wind pressure on the building exterior. Buildings when even slightly depressurized relative to the subsurface may be more prone to VI. Vapor entry may occur through openings in floors and walls (such as cracks and foundations gaps). In addition, atypical preferential pathways or entry points like floor drains and utilities can act as vapor conduits and enhance vapor transport into buildings. Examples of pathways for vapor entry into a building are numerous and include floor cracks, floor drains, plumbing penetrations, mortar joints in foundations, etc.&lt;br /&gt;
&lt;br /&gt;
Key references that describe the vertical distribution and temporal variation of VOCs include McHugh et al., 2007&amp;lt;ref&amp;gt;McHugh, T.E., Nickles, T.N. and Brock, S., 2007. Evaluation of spatial and temporal variability in VOC concentrations at vapor intrusion investigation sites. Proceedings of Vapor Intrusion: Learning from the Challenges, Providence, RI, pp.129-142. [[Media:McHugh_-_2007._Eval_of_spatial_and_temporal_variability_in_VOC....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2009&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA), 2009. Vertical Distribution of VOCs in Soils from Groundwater to the Surface/Subslab U.S. Environmental Protection Agency, 326 pp. [[Media:USEPA-2009._Vertical_Distribution_of_VOCs_in_Soils_from_Groundwater_to_the_Surface_Subslab.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Schumacher et al., 2010&amp;lt;ref&amp;gt;Schumacher, B. A., Zimmerman, J. H, Swanson, G., Elliot, J., Hartman, B., 2010 Temporal Variation of VOCs in Soils from Groundwater to the Surface/Subslab. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-10/118, 143 pp. [[Media:USEPA-2010._Temporal_Variaiton_of_VOCs_in_Soils_from_GW.PDF|Report.pdf]]&amp;lt;/ref&amp;gt;; USEPA, 2012b&amp;lt;ref name= &amp;quot;USEPA2012b&amp;quot;/&amp;gt;, and the Case Studies presented below.&lt;br /&gt;
&lt;br /&gt;
== Investigation and Assessment ==&lt;br /&gt;
Based on the tendency for vapor migration, VI guidance generally recommends that buildings within 100 feet of locations known to have chlorinated volatile contaminants above soil and groundwater screening levels undergo a VI evaluation&amp;lt;ref name=&amp;quot;ITRC2.2007&amp;quot;&amp;gt;Interstate Technology &amp;amp; Regulatory Council (ITRC), 2007. Vapor intrusion pathway: A practical guide.  VI-1. ITRC Vapor Intrusion Team, Washington, D.C. [[Media:ITRC-2007-Vapor_Intrusion_Pathway%2C_A_Practical_Guide.pdf|Report pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;). For petroleum hydrocarbons, which more readily undergo biodegradation in soil, this distance is reduced to 30 feet&amp;lt;ref name= &amp;quot;ITRC2014&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA), 2015.  Technical guide for addressing petroleum vapor intrusion at leaking underground storage tank sites.  Office of Underground Storage Tanks, Washington, D.C.  EPA 510-R-15-001. [[Media:USEPA-2015-Tech_Guide_for_Addressing_Pet_Vapor_Intrusion_at_Leaking_UST_Sites.pdf|Report pdf]]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The current approach in most regulatory guidance involves examining the concordance in multiple lines of evidence, which may include groundwater, soil gas, sub-slab and/or indoor air sampling data, building survey and chemical use information, and data from controlled building depressurization testing or other advanced techniques if available, to determine if VI pathways into buildings are complete and significant.  In recent years, there has been increased acceptance of longer (14 day) time-weighted sorbent based samplers as an alternative to short-term (1 day) vapor sampling using summa canisters&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2014. Passive Samplers for Investigations of Air Quality: Method Description, Implementation, and Comparison to Alternative Sampling Methods. EPA/600/R-14/434. [[Media:USEPA-2014._Passive_Samplers_for_INvestigations_of_Air_Quality.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T., 2014. Development of More Cost-Effective Methods for Long-Term Monitoring of Soil Vapor Intrusion to Indoor Air Using Quantitative Passive Diffusive-Adsorptive Sampling. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200830/ER-200830 ER-2100830]&amp;lt;/ref&amp;gt;. However, some regulators require use of 1-day samples to evaluate TCE due to the controversial concerns regarding potential birth defects associated with short-term exposure. &lt;br /&gt;
&lt;br /&gt;
Guidance for assessing the VI pathway varies from national to state levels; however, most guidance documents follow investigation approaches similar to those, for example, recommended by the EPA, 2015&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2015b&amp;quot;/&amp;gt;; ITRC, 2007&amp;lt;ref name= &amp;quot;ITRC2.2007&amp;quot;/&amp;gt;; and DoD, 2009&amp;lt;ref&amp;gt;U.S. Department of Defense (DoD). 2009. DoD Vapor Intrusion Handbook. Prepared by the Tri-Services Environmental Risk Assessment Working Group. [[Media:USDOD-2009._Vapor_Intrusion_Handbook.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;. Most VI regulatory guidance recommends assessing VI by applying a tiered investigation approach: &lt;br /&gt;
&lt;br /&gt;
An initial tier of VI investigation (screening assessment) involves collecting groundwater and soil gas samples to trace a pathway for volatile compounds from the contaminant sources to nearby buildings. These results are compared with conservative (highly protective) screening levels, to determine if further investigation of surrounding buildings is warranted. &lt;br /&gt;
&lt;br /&gt;
Subsequent tiers of a VI assessment may involve investigating nearby buildings. Building investigations typically involve collecting sub-slab soil gas samples &amp;lt;ref&amp;gt;DiGiulio, D., Paul, C., Cody, R., Willey, R., Clifford, S., Kahn, P., Mosley, R., Lee, A. and Christensen, K., 2006. Assessment of vapor intrusion in homes near the Raymark Superfund site using basement and sub-slab air samples. EPA/600/R-05/147.  [[Media:DiGiulio_-_2006._Assessment_of_Vapor_Intrusion_in_Homes...EPA-600-R-05-147.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P., Groenevelt, H. and Bertrand, D., 2009. A Case Study of Soil‐Gas Sampling in Silt and Clay‐Rich (Low‐Permeability) Soils. Groundwater Monitoring &amp;amp; Remediation, 29(1), pp.144-152. [https://doi.org/10.1111/j.1745-6592.2009.01223.x doi: 10.1111/j.1745-6592.2009.01223.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McAlary, T.A., Nicholson, P.J., Yik, L.K., Bertrand, D.M. and Thrupp, G., 2010. High Purge Volume Sampling—A New Paradigm for Subslab Soil Gas Monitoring. Groundwater Monitoring &amp;amp; Remediation, 30(2), pp.73-85. [https://doi.org/10.1111/j.1745-6592.2010.01278.x doi: 10.1111/j.1745-6592.2010.01278.x]&amp;lt;/ref&amp;gt;, which are collected through the building floors, and collecting indoor and outdoor air samples. Building surveys are performed to:&lt;br /&gt;
*Evaluate the characteristics and condition of the building envelope &lt;br /&gt;
*Determine activities and uses within the building that may contribute to observed volatile organic compound (VOC) concentrations&lt;br /&gt;
*Assess operation of the HVAC system and other factors that may dilute VOCs &lt;br /&gt;
*Identify the location of subsurface utilities or other building features that might represent atypical preferential pathways for vapor migration. &lt;br /&gt;
&lt;br /&gt;
Because several consumer products such as some hobby glue, gun cleaners, Christmas ornaments, and spot cleaners can contain VOCs, there is a need to determine if VOCs found in a building originated from the subsurface or from indoor sources.  Several diagnostic methods may be employed, such as methods described in these ESTCP projects:&lt;br /&gt;
*controlled building depressurization that attempts to induce VI in an indoor space using a fan or blower-door while changes in VOC concentrations in indoor air are observed under the depressurized conditions using real-time monitoring&amp;lt;ref&amp;gt;McHugh, T.E. and Nickels, T.N., 2008. Detailed field investigation of vapor intrusion processes. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-200423 ER-200423]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;McHugh, T.E., Beckley, L., Bailey, D., Gorder, K., Dettenmaier, E., Rivera-Duarte, I., Brock, S. and MacGregor, I.C., 2012. Evaluation of vapor intrusion using controlled building pressure. Environmental Science &amp;amp; Technology, 46(9), pp.4792-4799. [https://doi.org/10.1021/es204483g doi: 10.1021/es204483g]&amp;lt;/ref&amp;gt;;&lt;br /&gt;
*use of portable analyzers ([[wikipedia: Gas chromatography-mass spectrometry | gas chromatograph/mass spectrometer]]) to identify sources in buildings&amp;lt;ref&amp;gt;Beckley, L., McHugh, T., Gorder, K., Dettenmaier, E. and Rivera-Duarte, I., 2013. Use of On-Site GC/MS Analysis to Distinguish Between Vapor Intrusion and Indoor Sources of VOCs. [https://serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-201119/ER-201119 ER-201119]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The results of a VI investigation are then assessed to determine if there is a complete VI pathway into a building and if potential exposures to VOCs in indoor air represent a significant health risk to building occupants.&lt;br /&gt;
&lt;br /&gt;
== Remediation and Mitigation of VI Pathways ==&lt;br /&gt;
If an exposure and [[wikipedia: Risk assessment | risk assessment]] of a particular building finds that VI exposures exceed regulatory criteria, then the VI pathway is generally addressed through a combination of:&lt;br /&gt;
*Remediation focused on the environmental media/source (such as a groundwater plume underneath a building) from which the contaminants originate to reduce their concentrations&lt;br /&gt;
*Mitigation, with the objective to reduce or eliminate exposures in the building impacted by VI.  Mitigation is generally considered a short to medium term remedy.&lt;br /&gt;
&lt;br /&gt;
In general, mitigation technologies used to control VI are based on the practices originally developed for [[wikipedia: Radon | radon]] mitigation. Mitigation is most often considered an interim measure to control exposures in VI-impacted buildings during remediation of volatile chemicals in soil and groundwater. &lt;br /&gt;
&lt;br /&gt;
There are two types of building mitigation methods&amp;lt;ref&amp;gt;Folkes, D.J. and Kurz, D.W., 2002. Efficacy of sub-slab depressurization for mitigation of vapor intrusion of chlorinated organic compounds. Proceedings of Indoor Air. [[Media:Folkes_-_2002._Efficacy_of_sub-slab_depressurization_for_mitigation_of_VI.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;&amp;gt;U.S. Environmental Protection Agency (USEPA). 2008. Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches. EPA/600/R-08-115. [[Media:USEPA-2008._Indoor_Air_Vapor_Intrusion_Mitigation_Approaches.pdf|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Schumacher, B., Zimmerman, J.H., 2015. Assessment of Mitigation Systems on Vapor Intrusion: Temporal Trends, Attenuation Factors, and Contaminant Migration Routes under Mitigated and Non-mitigated Conditions. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-14/397. [[Media:USEPA-2015._Temporal_Trends%2C_Attenuation_Factors%2C_anc_Contaminant_Migration_Routes....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Lutes, C.C., Truesdale, R.S., Cosky, B.W., Zimmerman, J.H. and Schumacher, B.A., 2015. Comparing vapor intrusion mitigation system performance for VOCs and radon. Remediation Journal, 25(4), pp.7-26. [https://doi.org/10.1002/rem.21438 doi: 10.1002/rem.21438]&amp;lt;/ref&amp;gt;:&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Passive mitigation methods&amp;#039;&amp;#039;&amp;#039; prevent the entry of chemical vapors into the building by sealing openings (cracks, perforations) or installing sub-slab liners (passive membranes, vapor barriers, and passive venting techniques). These methods are applicable to both existing and future residential and commercial buildings and may be appropriate when residual volatiles in soil gas are unlikely to contribute to indoor air concentrations above target levels. These methods tend to be cheaper but may be less effective and thus require more monitoring.  Passive methods are more likely to be successful and economical in new construction, when the floor system is readily accessible and they can be integrated with building features intended to provide moisture protection.&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Active mitigation methods&amp;#039;&amp;#039;&amp;#039; include mechanical systems that can be implemented in both existing and new construction, and are designed to change the pressure difference between the sub-slab and the inside of the building to keep vapors out. These mitigation methods include sub-slab depressurization and building over-pressurization techniques,  sub-slab venting and indoor air treatment. These control methods are typically more expensive and require long-term operation and maintenance, but more effective than passive systems. &lt;br /&gt;
&lt;br /&gt;
Passive and active mitigation technologies are further described in Engineering Issue: Indoor Air Vapor Intrusion Mitigation Approaches&amp;lt;ref name= &amp;quot;USEPA2008&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
== Causing VI Inadvertently via Remediation ==&lt;br /&gt;
Precautions are sometimes required when designing remediation systems to avoid causing or exacerbating a VI situation. In theory technologies such as [[wikipedia: Air sparging | air sparging]], [[Bioremediation - Anaerobic | enhanced anaerobic bioremediation]], [[Chemical Oxidation (In Situ - ISCO) | chemical oxidation]], or [[Thermal Remediation | in situ thermal]] methods can generate additional volatiles in the [[wikipedia: Vadose zone | vadose zone]], or change how those volatiles move near or into structures and cause VI problems.  To control VI risk from remediation, the following measures can be employed:&lt;br /&gt;
&lt;br /&gt;
*Engineering controls, such as [[Soil Vapor Extraction (SVE) | soil vapor extraction (SVE)]] systems between targeted remediation zones and structures&lt;br /&gt;
*Judicious selection of technologies to be used in proximity to buildings&lt;br /&gt;
*Understanding the characteristics of buildings near remediation systems that may provide atypical preferential pathways for gas migration&lt;br /&gt;
*Monitoring and if necessary, building mitigation&lt;br /&gt;
&lt;br /&gt;
Despite the theoretical potential, as of 2016 we are not aware of many well-documented cases where remediation has caused or worsened actual VI problems at a site, suggesting that remediation-caused VI problems may be rare or that existing industry precautions have generally been successful in managing the risks. &lt;br /&gt;
&lt;br /&gt;
== Research and Technology Development Efforts ==&lt;br /&gt;
VI is a field with a rapid evolution of conceptual and mechanistic understandings of the pathways and tools for assessment and mitigation.&lt;br /&gt;
&lt;br /&gt;
In addition to primary literature studies, a variety of general guidance documents are listed as key resources at the start of this article. Key SERDP/ESTCP VI projects can be found here:  [https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion]&lt;br /&gt;
&lt;br /&gt;
===Case Studies===&lt;br /&gt;
Some of the most important knowledge about VI has been obtained from detailed studies of buildings.   Two of the most extensive data sets from individual residential buildings, in broadly similar climates but of varying construction dates are:&lt;br /&gt;
&lt;br /&gt;
*The Sun Devil Manor VI Research House, where widely varying temporal variability was observed throughout the year with a distinct summer vs. winter pattern&amp;lt;ref&amp;gt;Holton, C., Luo, H., Dahlen, P., Gorder, K., Dettenmaier, E. and Johnson, P.C., 2013. Temporal variability of indoor air concentrations under natural conditions in a house overlying a dilute chlorinated solvent groundwater plume. Environmental Science &amp;amp; Technology, 47(23), pp.13347-13354. [https://doi.org/10.1021/es4024767 doi: 10.1021/es4024767]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, P.C., Holton, C., Guo, Y., Dahlen, P., Luo, H., Gorder, K., Dettenmaier, E. and Hinchee, R.E., 2016. Integrated Field Scale, Lab Scale, and Modeling Studies for Improving Our Ability to Assess the Groundwater to Indoor Air Pathway at Chlorinated Solvent Impacted Groundwater Sites. Arizona State University Tempe United States. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-1686/ER-1686 ER-1686]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*The Indiana Duplex House where seasonal variations and different VI characterization methods were evaluated&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency (USEPA). 2012d. Fluctuation of Indoor Radon and VOC Concentrations Due to Seasonal Variations. Office of Research and Development. EPA/600/R/12/673. [[Media:USEPA-2012d._Fluctuation_of_indoor_Radon_and_VOC_Concentrations....PDF|Report.pdf]]&amp;lt;/ref&amp;gt; &amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2015d. Simple, Efficient, and Rapid Methods to Determine the Potential for Vapor Intrusion into the Home: Temporal Trends, Vapor Intrusion Forecasting, Sampling Strategies, and Contaminant Migration Routes. U.S. Environmental Protection Agency, Washington, DC, EPA/600/R-15/070, 2015. [[Media:USEPA-2015d._Simple%2C_Efficient_and_Rapid_Methods.....PDF|Report.pdf]]&amp;lt;/ref&amp;gt;.  &lt;br /&gt;
&lt;br /&gt;
Several multi-building database studies have been conducted of differing populations of buildings that seek to derive general descriptions of vapor intrusion behavior.  In particular these databases often compare buildings using attenuation factors which are defined as “The ratio of the indoor air concentration arising from vapor intrusion to the soil gas concentration at the source or a depth of interest in the vapor migration route”&amp;lt;ref name= &amp;quot;USEPA2015a&amp;quot;/&amp;gt;.  Multi-building analyses are also contained in Song &amp;lt;ref&amp;gt;Song, S., Ramacciotti, F., Schnorr, B., Bock, M., Stubbs, C., Bock, M.J., Portland, M.E. and Stubbs, C.M., 2011. Evaluation of EPA’s Empirical Attenuation Factor Database&amp;lt;/ref&amp;gt;; USEPA, 2012a&amp;lt;ref&amp;gt;United States Environmental Protection Agency (USEPA), 2012. EPA&amp;#039;s Vapor Intrusion Database: Evaluation and Characterization of Attenuation Factors for Chlorinated Volatile Organic Compounds and Residential Buildings. US Environmental Protection Agency, Office of Solid Waste and Emergency Response. EPA-530-R-10-002. [[Media:USEPA-2012a._Vapor_Intrusion_Dtabase_Evaluation_and_Characterizaton_of_Attenuation_Factors....pdf|Report.pdf]]&amp;lt;/ref&amp;gt;; Johnston and Gibson, 2013&amp;lt;ref&amp;gt;Johnston, J.E. and Gibson, J.M., 2013. Screening houses for vapor intrusion risks: A multiple regression analysis approach. Environmental Science &amp;amp; Technology, 47(11), pp.5595-5602. [https://doi.org/10.1021/es4003795 doi: 10.1021/es4003795]&amp;lt;/ref&amp;gt;; Yao et al., 2013&amp;lt;ref&amp;gt;Yao, Y., Shen, R., Pennell, K.G. and Suuberg, E.M., 2013. Examination of the US EPA’s vapor intrusion database based on models. Environmental science &amp;amp; technology, 47(3), pp.1425-1433. [https://doi.org/10.1021/es304546f doi: 10.1021/es304546f]&amp;lt;/ref&amp;gt;; Brewer et al., 2014&amp;lt;ref&amp;gt;Brewer, R., Nagashima, J., Rigby, M., Schmidt, M. and O&amp;#039;Neill, H., 2014. Estimation of Generic Subslab Attenuation Factors for Vapor Intrusion Investigations. Groundwater Monitoring &amp;amp; Remediation, 34(4), pp.79-92. [https://doi.org/10.1111/gwmr.12086 doi: 10.1111/gwmr.12086]&amp;lt;/ref&amp;gt;; and DON, 2015&amp;lt;ref name= &amp;quot;DON2015&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-newbldg-201108.pdf VI mitigation in new buildings]&lt;br /&gt;
*[https://www.navfac.navy.mil/content/dam/navfac/Specialty%20Centers/Engineering%20and%20Expeditionary%20Warfare%20Center/Environmental/Restoration/er_pdfs/v/navfac-ev-fs-vi-mit-existbldgs-201105.pdf VI mitigation in existing buildings]&lt;br /&gt;
*[[Chlorinated Solvents | Chlorinated Solvents]]&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Sites With Large Bibliographies or Link Collections&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[https://clu-in.org/issues/default.focus/sec/Vapor_Intrusion/cat/Overview/ Vapor Intrusion Overview]&lt;br /&gt;
*[https://iavi.rti.org/WorkshopsAndConferences.cfm Vapor Intrusion Workshops and Conferences]&lt;br /&gt;
*[https://www.serdp-estcp.org/Featured-Initiatives/Cleanup-Initiatives/Vapor-Intrusion Vapor Intrusion Cleanup-Initiatives]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=11535</id>
		<title>Perfluoroalkyl and Polyfluoroalkyl Substances (PFASs)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=11535"/>
		<updated>2018-05-04T16:58:29Z</updated>

		<summary type="html">&lt;p&gt;Rborden: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Environmental releases of perfluoroalkyl and polyfluoroalkyl substances (PFASs) including perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS)have occurred at manufacturing facilities and in areas where aqueous film-forming foam (AFFF) was used to extinguish hydrocarbon fires. PFASs are suspected to cause adverse human health effects. They are highly stable in the environment and are typically removed from water supplies using granular activated carbon. There is a need for in situ treatment technologies and ex situ treatment methods that are more cost-effective. &lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Related Article(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Soil &amp;amp; Groundwater Contaminants]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Dr. Rula Deeb]], [[Dr. Jennifer Field]], [[Elisabeth Hawley]], and [[Dr. Christopher Higgins]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|U.S. EPA Emerging Contaminants - PFOS and PFOA Fact Sheet]]&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;&amp;gt;U.S. Environmental Protection Agency, 2014. Emerging contaminants – perfluorooctane sulfonate (PFOS) and perfluorooctanoic acid (PFOA). Fact sheet. [[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|March Fact Sheet]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Introduction==&lt;br /&gt;
Awareness of PFASs in the environment first emerged in the late 1990s following developments in analytical methods to detect ionized substances. Legal actions were taken against PFAS product manufacturing facilities in the West Virginia/Ohio River Valley&amp;lt;ref&amp;gt;Rich, N., 2016. The lawyer who became DuPont’s worst nightmare. The New York Times Magazine.&amp;lt;/ref&amp;gt;. In 2000, the sole U.S. manufacturer of PFOS agreed to voluntarily discontinue production&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2000. EPA and 3M announce phase out of PFOS. News release dated Tuesday May 16. [https://yosemite.epa.gov/opa/admpress.nsf/0/33aa946e6cb11f35852568e1005246b4 U.S. EPA PFOS Phase Out Announcement]&amp;lt;/ref&amp;gt;. The U.S. Environmental Protection Agency (EPA) issued provisional drinking water health advisories for PFOA and PFOS in 2009 and replaced these with health advisories in 2016&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2016. Drinking water health advisories for PFOA and PFOS. [https://www.epa.gov/ground-water-and-drinking-water/drinking-water-health-advisories-pfoa-and-pfos U.S. EPA Water Health Advisories - PFOA and PFOS]&amp;lt;/ref&amp;gt;. Over the past five years, state regulators have required several former Air Force and Navy fire-fighter training areas to conduct site investigations for PFASs. SERDP/ESTCP research programs began funding related research in 2011 because they recognized the potential impact of this issue for the Department of Defense.&lt;br /&gt;
&lt;br /&gt;
==Physical and Chemical Properties==&lt;br /&gt;
[[File:Deeb-Article 1-Figure 1.JPG|thumbnail|right|400px|Figure 1. a) Structure of a perfluoroalkyl substance, PFOS, compared with b) the structure of a polyfluoroalkyl substance, 6:2 fluorotelomer sulfonate (6:2 FTSA).]]&lt;br /&gt;
Although the environmental remediation industry initially used the term “perfluorinated compounds” (or PFCs), the more specific terminology of PFASs was recommended for consistent communication within the global scientific, regulatory, and industrial communities&amp;lt;ref&amp;gt;Buck, R.C., Franklin, J., Berger, U., Conder, J.M., Cousins, I.T., de Voogt, P., Jensen, A.A., Kannan, K., Mabury, S.A. and van Leeuwen, S.P., 2011. Perfluoroalkyl and polyfluoroalkyl substances in the environment: terminology, classification, and origins. Integrated Environmental Assessment and Management, 7(4), 513-541. [http://dx.doi.org/10.1002/ieam.258 doi: 10.1002/ieam.258]&amp;lt;/ref&amp;gt;. PFASs are fluorinated substances with a carbon chain structure. In perfluoroalkyl substances, each carbon atom in the chain is fully saturated with fluorine (carbon-fluorine bonds only), whereas the carbon chain in polyfluoroalkyl substances is mostly saturated with fluorine (carbon-fluorine bonds), but also contains [[wikipedia: Carbon–hydrogen bond | carbon-hydrogen bonds]] (Fig. 1). &lt;br /&gt;
&lt;br /&gt;
The most studied PFASs are PFOA and PFOS. Both have a hydrophobic carbon chain structure of eight carbons that are fully saturated with fluorine atoms (i.e., perfluoroalkyl substances) and a hydrophilic polar functional group. They are therefore “[[wikipedia: Hydrophile | amphiphilic]]” and associate with water and oils. This property made them useful ingredients in fire-fighting foams and other surfactant applications. In most groundwater environments, PFOS and PFOA are water-soluble anions. Their [[wikipedia: Surfactant | surfactant]] properties complicate the prediction of their physiochemical properties, such as partitioning coefficients. The strength of the carbon-fluorine bonds in PFASs creates extremely high chemical and thermal stabilities. Relevant properties of PFOS and PFOA are summarized below (Table 1&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;). &lt;br /&gt;
&lt;br /&gt;
[[File:Deeb-Article 1-Table 1.JPG|800px|thumbnail|center|Table 1. Physical and chemical properties of PFOS and PFOA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. &amp;lt;sup&amp;gt;1&amp;lt;/sup&amp;gt;Note the salt form of PFOA is more likely to be environmentally and toxicological relevant; however, its properties are not available. Abbreviations: g/mol = grams per mole; mg/L = milligrams per liter; &amp;lt;sup&amp;gt;o&amp;lt;/sup&amp;gt;C = degree Celsius; mm Hg = millimeters of mercury; atm-m&amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;/mol = atmosphere-cubic meters per mole. &amp;lt;sup&amp;gt;2&amp;lt;/sup&amp;gt;Water solubility in purified water. &amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;Water solubility in fresh water. &amp;lt;sup&amp;gt;4&amp;lt;/sup&amp;gt;Water solubility in filtered seawater. &amp;lt;sup&amp;gt;5&amp;lt;/sup&amp;gt;Extrapolation from measurement. &amp;lt;sup&amp;gt;6&amp;lt;/sup&amp;gt;Estimated based on anion properties. &amp;lt;sup&amp;gt;7&amp;lt;/sup&amp;gt;The atmospheric half-life value identified for PFOA was estimated based on available data determined from short study periods.]]&lt;br /&gt;
&lt;br /&gt;
==Environmental Concern==&lt;br /&gt;
Perfluorinated substances are very stable, do not biodegrade, and are found throughout the environment globally. In contrast, the presence of carbon-hydrogen groups in polyfluoroalkyl substances makes these compounds easier to partially degrade, forming shorter-chain perfluoroalkyl compounds. Trace amounts of perfluorinated substances have been detected at remote locations like the Arctic, far from potential point sources&amp;lt;ref&amp;gt;Young, C.J., Furdui, V.I., Franklin, J., Koerner, R.M., Muir, D.C. and Mabury, S.A., 2007. Perfluorinated acids in arctic snow: new evidence for atmospheric formation. Environmental Science &amp;amp; Technology, 41(10), 3455-3461. [http://dx.doi.org/10.1021/es0626234 doi: 10.1021/es0626234]&amp;lt;/ref&amp;gt;. Other studies have shown that long-chain perfluorinated substances bioaccumulate and biomagnify in wildlife&amp;lt;ref&amp;gt;Conder, J.M., Hoke, R.A., Wolf, W.D., Russell, M.H. and Buck, R.C., 2008. Are PFCAs bioaccumulative? A critical review and comparison with regulatory criteria and persistent lipophilic compounds. Environmental Science &amp;amp; Technology, 42(4), 995-1003. [http://dx.doi.org/10.1021/es070895g doi: 10.1021/es070895g]&amp;lt;/ref&amp;gt;. Because of this, higher trophic wildlife including fish and birds can be particularly susceptible&amp;lt;ref&amp;gt;Sinclair, E., Mayack, D.T., Roblee, K., Yamashita, N. and Kannan, K., 2006. Occurrence of perfluoroalkyl surfactants in water, fish, and birds from New York State. Archives of Environmental Contamination and Toxicology, 50(3), pp.398-410. [http://dx.doi.org/10.1007/s00244-005-1188-z doi: 10.1007/s00244-005-1188-z]&amp;lt;/ref&amp;gt;. The Dutch National Institute for Public Health and the Environment calculated a maximum permissible concentration for PFOS of 0.65 nanograms per liter (ng/L) for fresh water, based on human consumption of fish&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
PFASs typically associate with the liver, proteins, and the blood stream. In humans, they have a half-life in the range of 2 to 9 years&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Toxicological studies of PFOA indicate potential developmental or reproductive effects&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Both PFOA and PFOS are suspected carcinogens, but their carcinogenicity remains to be classified by the U.S. EPA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. The International Agency for Research on Cancer (IARC) has classified PFOA as a Group 2B carcinogen, i.e., possibly carcinogenic to humans&amp;lt;ref&amp;gt;Benbrahim-Tallaa, L., Lauby-Secretan, B. Loomis, D., Guyton, K.Z., Grosse, Y., Bouvard, F. El Ghissassi, V., Guha, N., Mattock, H., Straif, K., 2014. Carcinogenicity of perfluorooctanoic acid, tetrafluoroethylene, dichloromethane, 1,2-dichloropropane, and 1,3-propane sultone. The Lancet Oncology, 15 (9), 924-925. [http://dx.doi.org/10.1016/s1470-2045(14)70316-x doi: 10.1016/S1470-2045(14)70316-X]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;International Agency for Research on Cancer (IARC), 2016. Monographs on the evaluation of carcinogenic risks to humans. Lists of Classifications, Volumes 1 to 116. [[Media:IARC-2016-Monographs_on_the_eval_of_carcinogenic_risks_to_humans_List_of_Classifications.pdf|List of Classifications.pdf]]&amp;lt;/ref&amp;gt;. The U.S. EPA published draft reference doses of 30 ng/kg*day PFOS and 20 ng/kg*day PFOA (based on non-cancer hazard). For site remediation, drinking water ingestion, fish consumption, dermal contact with water, and (accidental) ingestion or contact with contaminated soil are the exposure pathways of concern.&lt;br /&gt;
&lt;br /&gt;
==Uses and Potential Sources to the Environment==&lt;br /&gt;
Due to their unique properties, many PFASs function as surfactants or components of surface coatings. They are stain-resistant, heat-resistant, and are useful for coating surfaces that are in contact with acids or bases&amp;lt;ref&amp;gt;Krafft, M.P. and Riess, J.G., 2015. Selected physicochemical aspects of poly-and perfluoroalkylated substances relevant to performance, environment and sustainability - Part one. Chemosphere, 129, 4-19. [http://dx.doi.org/10.1016/j.chemosphere.2014.08.039 doi: 10.1016/j.chemosphere.2014.08.039]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Thus, they are used widely by a number of industries, including carpet, textile and leather production, chromium plating, photography, photolithography, semi-conductor manufacturing, coating additives, cleaning products, and insecticides&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. PFASs are also found in a variety of consumer products including food paper and packaging, furnishings, waterproof clothing, and cosmetics&amp;lt;ref&amp;gt;Birnbaum, L.S. and Grandjean, P., 2015. Alternatives to PFASs: Perspectives on the Science. Environmental Health Perspectives, 123(5), A104-A105. [http://dx.doi.org/10.1289/ehp.1509944 doi: 10.1289/ehp.1509944]&amp;lt;/ref&amp;gt;. The presence of PFASs in consumer products has created an urban background concentration in stormwater, wastewater treatment plant influent&amp;lt;ref&amp;gt;Houtz, E.F., 2013. Oxidative measurement of perfluoroalkyl acid precursors: Implications for urban runoff management and remediation of AFFF-contaminated groundwater and soil. Ph.D. Dissertation. Available online at http://escholarship.org/uc/item/4jq0v5qp&amp;lt;/ref&amp;gt;, and landfill leachate&amp;lt;ref&amp;gt;Lang, J.R., Allred, B.M., Peaslee, G.F., Field, J.A. and Barlaz, M.A., 2016. Release of Per-and Polyfluoroalkyl Substances (PFASs) from Carpet and Clothing in Model Anaerobic Landfill Reactors. Environmental Science &amp;amp; Technology, 50(10), 5024-5032. [http://dx.doi.org/10.1021/acs.est.5b06237 doi: 10.1021/acs.est.5b06237]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
One of the most widely known sources of PFASs is AFFF, which was used in large quantities in the environment on fires, at fire-fighting training areas, during the activation of fire suppression systems in airplane hangars and other buildings, and accidentally through AFFF storage, transport, and day-to-day handling. AFFF was routinely used at military sites, airports, and refineries. Formulations are proprietary and the composition of AFFF varies with the manufacturer. However, AFFF typically consists of water (60-93%), solvents such as butyl carbitol (3-25%), hydrocarbon surfactants (1-12%), one or more PFASs, and other compounds (e.g., corrosion inhibitors, electrolytes&amp;lt;ref&amp;gt;Conder, J., Deeb, R.A., Field, J.A. and Higgins, C.P., 2016. GRACast: Frequently asked questions on Per- and Polyfluoroalkyl Substances (PFASs). Presented on July 6. [[Media:Conder-2008-GRACast_Frequently_asked_questions_on_PFASs.pdf|FAQs]]&amp;lt;/ref&amp;gt;). PFAS signatures of a variety of different AFFF formulations can assist in forensic identification of PFAS sources&amp;lt;ref&amp;gt;Backe, W.J., Day, T.C. and Field, J.A., 2013. Zwitterionic, cationic, and anionic fluorinated chemicals in aqueous film forming foam formulations and groundwater from US military bases by nonaqueous large-volume injection HPLC-MS/MS. Environmental Science &amp;amp; Technology, 47(10), 5226-5234. [http://dx.doi.org/10.1021/es3034999 doi: 10.1021/es3034999]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Place, B.J. and Field, J.A., 2012. Identification of novel fluorochemicals in aqueous film-forming foams used by the U.S. military. Environmental Science &amp;amp; Technology, 46(13), 7120-7127. [http://dx.doi.org/10.1021/es301465n doi: 10.1021/es301465n]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==Regulation==&lt;br /&gt;
Final regulations have not yet been promulgated for PFAS; current criteria for PFAS are typically in the form of guidance or advisory levels (Table 2). The U.S. EPA recently developed Drinking Water Health Advisory levels for PFOA and PFOS, replacing previously published provisional values. Several states including Minnesota, Maine and New Jersey, have published screening values or interim criteria for one or more PFASs including PFOS, PFOA, perfluorobutanesulfonic acid (PFBS), perfluorobutanoic acid (PFBA) and perfluorononanoic acid (PFNA) (Table 2). Drinking water, groundwater, and soil criteria in the European Union was recently published in a summary report&amp;lt;ref&amp;gt;Concawe, 2016. Environmental fate and effects of poly- and perfluoroalkyl substances (PFAS). Report no. 8/16. [[Media:Concawe-2016-Environmental_fate_and_effects_of_PFAS.pdf|Report pdf]]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other regulatory actions have restricted the use and production of PFASs. PFOS was added to list of chemicals under the Stockholm Convention on persistent organic pollutants in 2009. Nearly all use of PFOS is therefore banned in Europe, with some exemptions. Substances or mixtures may not contain PFOS above 0.001% by weight (EU 757/2010). In the U.S., because PFOS manufacturing was voluntarily phased out in 2002, AFFF containing PFOS is no longer manufactured. The U.S. military and others still have large quantities of stockpiled AFFF containing PFOS, although its use is discouraged. &lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
!style=&amp;quot;background-color:#CEE0F2;&amp;quot;| REGULATORY AGENCY!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  DESCRIPTION !!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFOS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFOA!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFBS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFBA!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFNA&lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;DRINKING WATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA || [[Media:Deeb-Article_1-Table_2_L1-Drinking_water_health_advisories.pdf|Drinking Water Health Advisories]] ||style=&amp;quot;text-align:center;&amp;quot;|0.07||style=&amp;quot;text-align:center;&amp;quot;|0.07 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Health Canada|| [[Media:Deeb-Article_1-Table_2-L2-Drinking_water_screening_values.pdf|Drinking Water Screening Values]]||style=&amp;quot;text-align:center;&amp;quot;| 0.6||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 15||style=&amp;quot;text-align:center;&amp;quot;| 30||style=&amp;quot;text-align:center;&amp;quot;| 0.2&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [https://www1.maine.gov/dhhs/mecdc/environmental-health/eohp/wells/documents/pfoameg.pdf Maximum Exposure Guideline]||  ||style=&amp;quot;text-align:center;&amp;quot;| 0.1 || || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [http://www.michigan.gov/documents/deq/wrd-swas-rule57_372470_7.pdf Drinking Water Surface Water Quality Value] ||style=&amp;quot;text-align:center;&amp;quot;| 0.011||style=&amp;quot;text-align:center;&amp;quot;| 0.42|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection || [http://www.nj.gov/dep/watersupply/pdf/pfoa_dwguidance.pdf Preliminary Health-Based Guidance Value]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04 || || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection ||[[Media:Deeb-Article_1-Table_2-L6-Dev_of_MCL_recommendations_for_PFOA_and_PFOS.pdf|Development of MCL Recommendations for PFOA and PFOS are Currently in Progress]]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L7-Health-Based_Maximum_Contaminant_Level_MCL.pdf|Health-Based Maximum Contaminant Level (MCL) Recommendation]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.013&lt;br /&gt;
|-&lt;br /&gt;
|Vermont Department of Health|| [http://dec.vermont.gov/ Drinking Water Health Advisory Level]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.02|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;GROUNDWATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Department of Health|| [http://www.health.state.mn.us/divs/eh/risk/guidance/gw/table.html Health Risk Limit for Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.3||style=&amp;quot;text-align:center;&amp;quot;| 0.3 ||style=&amp;quot;text-align:center;&amp;quot;| 7 ||style=&amp;quot;text-align:center;&amp;quot;| 7 || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L10-Provisional_Groundwater_Remediaton_Objectives_Class_I_Groundwater.pdf|Provisional Groundwater Remediation Objectives, Class I Groundwater]]||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L11-Provisional_Groundwater_Remediaton_Objectives_Class_II_Groundwater_.pdf|Provisional Groundwater Remediation Objectives, Class II Groundwater]]|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|North Carolina Department of Environmental Quality||[http://deq.nc.gov/about/divisions/air-quality/science-advisory-board-toxic-air-pollutants/ncsab-aal-recommendations Interim Maximum Allowable Concentration] || || style=&amp;quot;text-align:center;&amp;quot;|1.0|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L13-Interim_specific_groundwatr_quality_criterion_fact_sheet.pdf|Interim Specific Ground Water Quality Criterion]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.01&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [http://www.maine.gov/dep/spills/publications/guidance/rags/ME-RAGS-Revised-Final_020516.pdf Remedial Action Guidelines for Residential Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.06||style=&amp;quot;text-align:center;&amp;quot;| 0.1|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L15-Groundwater_residential_generic_cleanup_criteria_and_screening_levels_.pdf|Groundwater Residential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.12||style=&amp;quot;text-align:center;&amp;quot;| 0.089|| || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L16-Groundwater_nonresidential_generic_cleanup_criteria_and_screening_levels.pdf|Groundwater Nonresidential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.5||style=&amp;quot;text-align:center;&amp;quot;| 0.28 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program|| [http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFASs for Several Different Exposure Scenarios (Groundwater)]|| || || || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Levels]||style=&amp;quot;text-align:center;&amp;quot; |0.4||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;SOIL (mg/kg)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA Region 4|| [[Media:Deeb-Article_1-Table_2-L18-Residential_soil_screening_levels.pdf|Residential Soil Screening Level]]|| style=&amp;quot;text-align:center;&amp;quot;|6|| style=&amp;quot;text-align:center;&amp;quot;|16|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L19-Industrial_soil_reference_value.xlsx|Industrial Soil Reference Value (.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 14||style=&amp;quot;text-align:center;&amp;quot;| 13|| ||style=&amp;quot;text-align:center;&amp;quot;| 500|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L20-Residential_soil_reference_value.xlsx|Residential Soil Reference Value(.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 2.1|| style=&amp;quot;text-align:center;&amp;quot;|2.1|| ||style=&amp;quot;text-align:center;&amp;quot;| 77|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L21-Recreational_soil_reference_value.xlsx|Recreational Soil Reference Value(.xlsx)]]|| style=&amp;quot;text-align:center;&amp;quot;|2.6||style=&amp;quot;text-align:center;&amp;quot;| 2.5|| ||style=&amp;quot;text-align:center;&amp;quot;| 95|| &lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection||[[Media:Deeb-Article_1-Table_2-L22-ME-Remedial_Action_guidelines.pdf|Remedial Action Guidelines for different exposure scenarios]]||style=&amp;quot;text-align:center;&amp;quot;|11-82|| || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program ||[http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFASs for Several Different Exposure Scenarios (Soil)] || || || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Arctic Zone]||style=&amp;quot;text-align:center;&amp;quot; |2.2||style=&amp;quot;text-align:center;&amp;quot;| 2.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Under 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.6||style=&amp;quot;text-align:center;&amp;quot;| 1.6|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Over 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.3||style=&amp;quot;text-align:center;&amp;quot;| 1.3|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Migration to Groundwater (MTGW)]||style=&amp;quot;text-align:center;&amp;quot; |0.0030||style=&amp;quot;text-align:center;&amp;quot;| 0.0017|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;10&amp;quot; style=&amp;quot;color:black;text-align;font-size:90%;left;&amp;quot;|Table 2. Summary of PFAS Regulatory Criteria. Regulatory criteria for PFAS are still evolving relatively quickly. Please check the hyperlinked reference to confirm that the regulatory criteria listed in the table are up to date before using this information. Some states have PFAS regulatory values for groundwater as a result of consent agreements (e.g., both West Virginia and Ohio signed a [https://yosemite.epa.gov/opa/admpress.nsf/a5792a626c8dac098525735900400c2d/35ab2180c4ed47698525757700575dc2!OpenDocument consent agreement] with DuPont listing 0.4 µg/L as a precautionary site-specific action level for PFOA). Other states (e.g., Delaware, New Hampshire, New York) have adopted U.S. EPA provisional health advisory levels for PFOS and PFOA in several water systems. Pennsylvania has investigated PFOS contamination associated with two contaminated wells identified through EPA Unregulated Contaminant Monitoring Rule program. Alabama has also addressed PFAS contamination on a site-specific basis. Alaska has conducted sampling and monitoring for PFAS at multiple sites.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Sampling and Analytical Methods==&lt;br /&gt;
Because PFASs are present in several common consumer items, care should be taken during sampling to eliminate contact with other potential sources of PFASs. Most standard operating procedures and work plans advise avoiding the use of polytetrafluoroethylene-based (e.g., Teflon) components including tubing and lined sample bottle caps. Some also instruct samplers not to wear waterproof jackets or other outerwear with a waterproof coating, and to avoid handling packaged foods that may contain fluorotelomer-based chemicals to increase non-stick properties. Due to the affinity of PFASs for the air-water interface and the wettability of glass, sample bottles are typically polypropylene or high-density polyethylene. &lt;br /&gt;
&lt;br /&gt;
Most commercial laboratories use a modified version of U.S. EPA Method 537 for the analysis of PFASs in drinking water. This method consists of solid phase extraction and liquid chromatography with tandem mass spectrometry. Analytes include PFOS, PFOA, and typically 12 other PFASs (mostly perfluorocarboxylic acids and perfluorosulfonic acids) of varying carbon chain length. Specialty laboratories have modified this analytical method for matrices other than drinking water, to better recover shorter-chain compounds, or achieve lower detection limits.&lt;br /&gt;
&lt;br /&gt;
Commercial laboratories that can quantify an even broader suite of PFASs (e.g., those known to be present in AFFF formulations and degrade to form PFOA and PFOS) are rare. An analytical method to detect several families of PFAS precursors&amp;lt;ref&amp;gt;TerMaath, S., J. Field and C. Higgins, 2016. Per- and polyfluoroalkyl substances (PFASs): Analytical and characterization frontiers. [https://www.serdp-estcp.org/Tools-and-Training/Webinar-Series/01-28-2016 Webinar Series]&amp;lt;/ref&amp;gt;. There is also the Total Oxidizable Precursor (TOP) assay, a bulk measurement of precursors that can be oxidized to perfluorocarboxylates&amp;lt;ref&amp;gt;Houtz, E.F., Higgins, C.P., Field, J.A. and Sedlak, D.L., 2013. Persistence of perfluoroalkyl acid precursors in AFFF-impacted groundwater and soil. Environmental Science &amp;amp; Technology, 47(15), 8187-8195. [http://dx.doi.org/10.1021/es4018877 doi: 10.1021/es4018877]&amp;lt;/ref&amp;gt;. Other approaches to quantify the total amount of organic fluorine in water samples include particle induced gamma-ray emission (PIGE) and absorbable organic fluorine (AOF)&amp;lt;ref&amp;gt;Willach, S., Brauch, H.J. and Lange, F.T., 2016. Contribution of selected perfluoroalkyl and polyfluoroalkyl substances to the adsorbable organically bound fluorine in German rivers and in a highly contaminated groundwater. Chemosphere, 145, 342-350. [http://dx.doi.org/10.1016/j.chemosphere.2015.11.113 doi:10.1016/j.chemosphere.2015.11.113]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The cost-effectiveness of high-resolution site characterization methods for PFASs is currently limited due to the lack of a reliable analytical method that can be used in the field as a screening method. Several research groups have attempted to design a field-ready mobile analytical method. For example, United Science LLC is developing ion selective electrodes to measure PFOS at ng/L levels&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency, 2015. Final report: field deployable PFCs sensors for contaminated soil screening. EPA contract number EPD14012. [https://cfpub.epa.gov/ncer_abstracts/index.cfm/fuseaction/display.abstractDetail/abstract/10230/report/F Report pdf]&amp;lt;/ref&amp;gt;. Geosyntec Consultants and Eurofins Eaton Analytical are developing a mobile field unit for screening PFOS and other PFASs to ng/L levels&amp;lt;ref&amp;gt;Deeb, R., Chambon, J., Haghani, A., and Eaton, A., 2016. Development and testing of an analytical method for real time measurement of polyfluoroalkyl and perfluoroalkyl substances (PFAS). Presented at the Battelle Chlorinated Conference, Palm Springs, CA.&amp;lt;/ref&amp;gt;. &lt;br /&gt;
  &lt;br /&gt;
==Fate and Transport==&lt;br /&gt;
The following summarize some key concepts for PFAS fate and transport:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Sorption&amp;#039;&amp;#039;&amp;#039;: Both PFOA and PFOS are anions at typical environmental pH values, but still exhibit strong interactions with solid-phase organic carbon. For this reason, the f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt;-K&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; method for predicting sorption is generally appropriate&amp;lt;ref&amp;gt;Higgins, C.P., and Luthy, R.G., 2006. Sorption of perfluorinated surfactants on sediments. Environmental Science &amp;amp; Technology, 40(23), 7251-7256. [http://dx.doi.org/10.1021/es061000n doi: 10.1021/es061000n]&amp;lt;/ref&amp;gt;, though this has not been confirmed for all PFASs. Interactions with mineral phases, particularly ferric oxide materials, may be important in low f f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; materials&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;&amp;gt;Ferrey, M.L., Wilson, J.T., Adair, C., Su, C., Fine, D.D., Liu, X. and Washington, J.W., 2012. Behavior and fate of PFOA and PFOS in sandy aquifer sediment. Groundwater Monitoring &amp;amp; Remediation, 32(4), 63-71. [http://dx.doi.org/10.1111/j.1745-6592.2012.01395.x  doi: 10.1111/j.1745-6592.2012.01395.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, R.L., Anschutz, A.J., Smolen, J.M., Simcik, M.F. and Penn, R.L., 2007. The adsorption of perfluorooctane sulfonate onto sand, clay, and iron oxide surfaces. Journal of Chemical &amp;amp; Engineering Data, 52(4), 1165-1170. [http://dx.doi.org/10.1021/je060285g doi: 10.1021/je060285g]&amp;lt;/ref&amp;gt;. At present, empirical site-specific sorption estimates are recommended to accurately predict PFAS mobility&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Biotransformation&amp;#039;&amp;#039;&amp;#039;: PFOS, PFOA, and analogous compounds of varying chain lengths are persistent in the environment and do not readily biodegrade. Polyfluorinated forms partially degrade in the environment&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;&amp;gt;Tseng, N., Wang, N., Szostek, B. and Mahendra, S., 2014. Biotransformation of 6: 2 fluorotelomer alcohol (6: 2 FTOH) by a wood-rotting fungus. Environmental Science &amp;amp; Technology, 48(7), 4012-4020. [http://dx.doi.org/10.1021/es4057483 doi:10.1021/es4057483]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Houtz, E.F., Yi, S., Field, J.A., Sedlak, D.L. and Alvarez-Cohen, L., 2015. Aerobic biotransformation of fluorotelomer thioether amido sulfonate (Lodyne) in AFFF-amended microcosms. Environmental Science &amp;amp; Technology, 49(13), pp.7666-7674. [http://dx.doi.org/10.1021/acs.est.5b01219  doi: 10.1021/acs.est.5b01219]&amp;lt;/ref&amp;gt;, particularly if conditions (e.g., dissolved oxygen concentrations, pH) have been altered to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;&amp;gt;McGuire, M.E., Schaefer, C., Richards, T., Backe, W.J., Field, J.A., Houtz, E., Sedlak, D.L., Guelfo, J.L., Wunsch, A. and Higgins, C.P., 2014. Evidence of remediation-induced alteration of subsurface poly-and perfluoroalkyl substance distribution at a former firefighter training area. Environmental Science &amp;amp; Technology, 48(12), 6644-6652. [http://dx.doi.org/10.1021/es5006187 doi: 10.1021/es5006187]&amp;lt;/ref&amp;gt;. However, degradation products are often more recalcitrant – degradable polyfluorinated forms are precursors for PFOA, PFOS and their homologs. In contrast, fungal degradation has been shown to result in lower production of perfluorocarboxylic acids&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Other effects of microbes&amp;#039;&amp;#039;&amp;#039;: Some microbes, in the presence of PFOA, aggregate and produce extracellular polymeric substances&amp;lt;ref&amp;gt;Weathers, T.S., Higgins, C.P. and Sharp, J.O., 2015. Enhanced biofilm production by a toluene-degrading rhodococcus observed after exposure to perfluoroalkyl acids. Environmental Science &amp;amp; Technology, 49(9), 5458-5466. [http://dx.doi.org/10.1021/es5060034 doi: 10.1021/es5060034]&amp;lt;/ref&amp;gt;. Microbes also facilitate PFAS leaching under methanogenic conditions common at municipal solid waste landfills&amp;lt;ref&amp;gt;Allred, B.M., Lang, J.R., Barlaz, M.A. and Field, J.A., 2015. Physical and biological release of poly-and perfluoroalkyl substances (PFASs) from municipal solid waste in anaerobic model landfill reactors. Environmental Science &amp;amp; Technology, 49(13), 7648-7656. [http://dx.doi.org/10.1021/acs.est.5b01040 doi: 10.1021/acs.est.5b01040]&amp;lt;/ref&amp;gt;. Depending on the conditions, microbial activity may therefore enhance the mobility of compounds like PFOS and PFOA or hypothetically have the opposite effect by increasing sorption. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Effect of co-contaminants and co-contaminant remediation strategies&amp;#039;&amp;#039;&amp;#039;: Interactions between PFASs and non-aqueous phase liquids can retard PFAS migration&amp;lt;ref&amp;gt;Guelfo, J. 2013. Subsurface fate and transport of poly- and perfluoroalkyl substances. Doctor of Philosophy Thesis, Colorado School of Mines. [[Media:Guelfo-2013-Subsuface_fate_and_transport_of_Poly-and_perfluoroalkyl_substances.pdf|Thesis]]&amp;lt;/ref&amp;gt;. TCE dechlorination can be inhibited by PFASs&amp;lt;ref&amp;gt;Weathers, T.S., Harding-Marjanovic, K., Higgins, C.P., Alvarez-Cohen, L. and Sharp, J.O., 2015. Perfluoroalkyl acids inhibit reductive dechlorination of trichloroethene by repressing dehalococcoides. Environmental Science &amp;amp; Technology, 50(1), 240-248. [http://dx.doi.org/10.1021/acs.est.5b04854 doi: 10.1021/acs.est.5b04854]&amp;lt;/ref&amp;gt; and that inhibition depends both on PFAS structure and&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Yi, S., Weathers, T.S., Sharp, J.O., Sedlak, D.L. and Alvarez-Cohen, L., 2016. Effects of Aqueous Film-Forming Foams (AFFFs) on Trichloroethene (TCE) Dechlorination by a Dehalococcoides mccartyi-Containing Microbial Community. Environmental Science &amp;amp; Technology, 50(7), 3352-3361. [http://dx.doi.org/10.1021/acs.est.5b04773 doi: 10.1021/acs.est.5b04773]&amp;lt;/ref&amp;gt;. PFAS precursors degraded to form PFOA and other PFAS at a former fire-fighting training area at Ellsworth Air Force Base, where several remediation methods, including soil vapor extraction, groundwater pump and treat, bioventing, and oxygen infusion were used to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
==Soil and Groundwater Remediation==&lt;br /&gt;
Due to the chemical and thermal stability of PFASs and the complexity of PFAS mixtures, soil and groundwater remediation is challenging and costly. Research is still ongoing to develop effective remedial strategies. &lt;br /&gt;
&lt;br /&gt;
For soil, it is common to evaluate several management options: 1) treatment and/or direct on-site reuse, 2) temporary on-site storage, and 3) off-site disposal to a soil processing or treatment facility, licensed landfill, or incinerator. Soil treatment products are commercially available to stabilize PFASs and decrease leaching. Criteria for stabilizing or treating soils prior to landfill disposal are highly site specific. Other technologies that have been considered for removing PFASs from soil include soil washing and incineration. &lt;br /&gt;
&lt;br /&gt;
For groundwater, management options include the following: 1) in situ treatment, 2) ex situ treatment and/or reuse, aquifer reinjection, or discharge to surface water, stormwater, or sewer, 3) temporary on-site storage, and 4) off-site disposal to a hazardous waste treatment and disposal facility. The most common remediation approach is to use pump-and-treat with granular activated carbon followed by off-site incineration of the spent activated carbon. This technology has been used for years at full scale&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;&amp;gt;Appleman, T.D., Higgins, C.P., Quinones, O., Vanderford, B.J., Kolstad, C., Zeigler-Holady, J.C. and Dickenson, E.R., 2014. Treatment of poly-and perfluoroalkyl substances in US full-scale water treatment systems. Water Research, 51, 246-255. [http://dx.doi.org/10.1016/j.watres.2013.10.067  doi: 10.1016/j.watres.2013.10.067 ]&amp;lt;/ref&amp;gt;. However, granular activated carbon has a relatively low capacity for PFASs particularly when shorter-chain compounds are present. Sorption capacity improvement tests have been conducted on various forms of granular and powdered activated carbon, ion exchange, and other sorbent materials and mixtures of clay, powdered activated carbon, and other sorbents&amp;lt;ref&amp;gt;Du, Z., Deng, S., Bei, Y., Huang, Q., Wang, B., Huang, J. and Yu, G., 2014. Adsorption behavior and mechanism of perfluorinated compounds on various adsorbents-A review. Journal of Hazardous Materials, 274, 443-454. [http://dx.doi.org/10.1016/j.jhazmat.2014.04.038 doi:10.1016/j.jhazmat.2014.04.038]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other methods for ex situ PFAS removal include high-pressure membrane treatment using nanofiltration or reverse osmosis. Membrane technologies at full-scale municipal water treatment facilities have effectively removed PFASs&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;/&amp;gt;. For typical environmental remediation applications, however, membrane treatment has a higher cost than activated carbon and effectiveness can be impaired by other groundwater contaminants&amp;lt;ref&amp;gt;Department of the Navy (DON). 2015. Interim perfluorinated compounds (PFCs) guidance/frequently asked questions. [[Media:Dept_of_Navy-_2015-Interim_Perfluorinated_Compounds_Frequently_asked_questions.pdf|FAQs]]&amp;lt;/ref&amp;gt;. Neutral PFASs, such as the perfluoroalkyl sulfonamides, may not be sufficiently removed&amp;lt;ref&amp;gt;Steinle-Darling, E. and Reinhard, M., 2008. Nanofiltration for trace organic contaminant removal: structure, solution, and membrane fouling effects on the rejection of perfluorochemicals. Environmental Science &amp;amp; Technology, 42 (14), 5292–5297. [http://dx.doi.org/10.1021/es703207s doi: 10.1021/es703207s]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==PFAS Treatment Research==&lt;br /&gt;
PFAS treatment research includes the following topics:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;PFAS Sequestration&amp;#039;&amp;#039;&amp;#039;: Sorbents are being investigated with the long-term goal of using them in an in situ barrier as a low-cost, long-term treatment solution, combined with a method for periodically regenerating or renewing the emplaced sorbent material and treating waste streams on site using ex-situ chemical oxidation ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ESTCP project 2423]&amp;lt;ref&amp;gt;Crimi, M. 2014. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC), ER-2423. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ER-2423]&amp;lt;/ref&amp;gt;). SERDP/ESTCP has also funded research ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US ESTCP project ER-2425]) to test in situ injection of chemical coagulants (e.g., polyaluminum chloride, cationic polymers) to aid with sorption&amp;lt;ref&amp;gt;Simcik, M. (2014). Development of a novel approach for in situ remediation of PFC contaminated groundwater systems, ER-2425. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425 ER-2425]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Proof-of-Concept for Biological Treatment&amp;#039;&amp;#039;&amp;#039;: Fungi have been used successfully to degrade PFASs under laboratory conditions&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;&amp;lt;ref&amp;gt;Qingguo, J. H., 2013. Remediation of perfluoroalkyl contaminated aquifers using an In-situ two-layer barrier: laboratory batch and column study. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2127 ER-2127]&amp;lt;/ref&amp;gt;, but are more difficult to maintain in situ. New work ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US ESTCP project ER-2422]) is focused on the viability of packaging the PFAS-degrading enzymes from wood-rotting fungi into “vaults” (naturally-occurring particles found in a wide variety of microorganisms) and using bioaugmentation for in situ degradation&amp;lt;ref&amp;gt;Mahendra, S., 2014. Bioaugmentation with vaults: novel in situ remediation strategy for transformation of perfluoroalkyl compounds, SERDP, ER-2422. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422 ER-2422]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;&amp;gt; Merino, N., Qu, Y., Deeb, R.A., Hawley, E.L., Hoffman, M.R and Mahendra, S., 2016. Degradation and removal methods for perfluoroalkyl and polyfluoroalkyl substances (PFASs) in water. Environmental Engineering Science, 33(9), 615-649. [http://dx.doi.org/10.1089/ees.2016.0233 doi:10.1089/ees.2016.0233]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Advanced Oxidation Processes&amp;#039;&amp;#039;&amp;#039;: Advanced oxidation processes for PFAS include electrochemical oxidation, photolysis, and photocatalysis&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;/&amp;gt;. Electrocatalytic and catalytic approaches using Ti/RuO&amp;lt;sub&amp;gt;2&amp;lt;/sub&amp;gt; and other mixed metal oxide anodes have been used to oxidize PFAS in the laboratory under a range of conditions ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US ESTCP project 2424]&amp;lt;ref&amp;gt;Schaefer, C., 2014. Investigating electrocatalytic and catalytic approaches for in situ treatment of perfluoroalkyl contaminants in groundwater, ER-2424. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424 ER-2424]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;In Situ Chemical Reduction&amp;#039;&amp;#039;&amp;#039;: Methods being investigated include the use of zero-valent metals/bimetals (Pd/Fe, Mg, Pd/Mg) with clay interlayers and co-solvent assisted Vitamin B12 defluorination. One ongoing project ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US SERDP project ER-2426]) focuses on PFOS, which is recalcitrant to many oxidation processes&amp;lt;ref&amp;gt;Lee, L., 2014. Quantification of in situ chemical reductive defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs, ER-2426. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426 ER-2426]&amp;lt;/ref&amp;gt;. Reductive technologies could be used as a first step in remediating PFOS and other PFASs.  &lt;br /&gt;
&lt;br /&gt;
==Summary==&lt;br /&gt;
PFASs are present in the environment and pose several challenges. Perfluoroalkyl substances are highly stable and can biomagnify in wildlife. Health-based advisory levels are low, i.e., ng/L concentrations in groundwater and drinking water. As awareness of PFAS grows and regulatory criteria evolve, site managers are conducting site investigation, improving analytical techniques, and designing and operating remediation systems. SERDP/ESTCP-funded research aims to demonstrate effective treatment technologies for PFAS and improve technology cost-effectiveness.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&lt;br /&gt;
&amp;lt;references/&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Relevant Ongoing SERDP/ESTCP Projects:&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC). SERDP/ESTCP Project ER-2423]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US. Quantification of In Situ Chemical Reductive Defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs. SERDP/ESTCP Project ER-2426] &lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US. Bioaugmentation with vaults: Novel In Situ Remediation Strategy for Transformation of Perfluoroalkyl Compounds. SERDP/ESTCP Project ER-2422]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US. Investigating Electrocatalytic and Catalytic Approaches for In Situ Treatment of Perfluoroalkyl Contaminants in Groundwater. SERDP/ESTCP project ER-2424]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US. Development of a Novel Approach for In Situ Remediation of Pfc Contaminated Groundwater Systems. SERDP/ESTCP project ER-2425]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=11219</id>
		<title>Perfluoroalkyl and Polyfluoroalkyl Substances (PFASs)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=11219"/>
		<updated>2018-05-04T15:58:29Z</updated>

		<summary type="html">&lt;p&gt;Rborden: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Environmental releases of perfluoroalkyl and polyfluoroalkyl substances (PFASs) including perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS)have occurred at manufacturing facilities and in areas where aqueous film-forming foam (AFFF) was used to extinguish hydrocarbon fires. PFASs are suspected to cause adverse human health effects. They are highly stable in the environment and are typically removed from water supplies using granular activated carbon. There is a need for in situ treatment technologies and ex situ treatment methods that are more cost-effective. &lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Related Article(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Soil &amp;amp; Groundwater Contaminants]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Dr. Rula Deeb]], [[Dr. Jennifer Field]], [[Elisabeth Hawley]], and [[Dr. Christopher Higgins]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|U.S. EPA Emerging Contaminants - PFOS and PFOA Fact Sheet]]&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;&amp;gt;U.S. Environmental Protection Agency, 2014. Emerging contaminants – perfluorooctane sulfonate (PFOS) and perfluorooctanoic acid (PFOA). Fact sheet. [[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|March Fact Sheet]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Introduction==&lt;br /&gt;
Awareness of PFASs in the environment first emerged in the late 1990s following developments in analytical methods to detect ionized substances. Legal actions were taken against PFAS product manufacturing facilities in the West Virginia/Ohio River Valley&amp;lt;ref&amp;gt;Rich, N., 2016. The lawyer who became DuPont’s worst nightmare. The New York Times Magazine.&amp;lt;/ref&amp;gt;. In 2000, the sole U.S. manufacturer of PFOS agreed to voluntarily discontinue production&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2000. EPA and 3M announce phase out of PFOS. News release dated Tuesday May 16. [https://yosemite.epa.gov/opa/admpress.nsf/0/33aa946e6cb11f35852568e1005246b4 U.S. EPA PFOS Phase Out Announcement]&amp;lt;/ref&amp;gt;. The U.S. Environmental Protection Agency (EPA) issued provisional drinking water health advisories for PFOA and PFOS in 2009 and replaced these with health advisories in 2016&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2016. Drinking water health advisories for PFOA and PFOS. [https://www.epa.gov/ground-water-and-drinking-water/drinking-water-health-advisories-pfoa-and-pfos U.S. EPA Water Health Advisories - PFOA and PFOS]&amp;lt;/ref&amp;gt;. Over the past five years, state regulators have required several former Air Force and Navy fire-fighter training areas to conduct site investigations for PFASs. SERDP/ESTCP research programs began funding related research in 2011 because they recognized the potential impact of this issue for the Department of Defense.&lt;br /&gt;
&lt;br /&gt;
==Physical and Chemical Properties==&lt;br /&gt;
[[File:Deeb-Article 1-Figure 1.JPG|thumbnail|right|400px|Figure 1. a) Structure of a perfluoroalkyl substance, PFOS, compared with b) the structure of a polyfluoroalkyl substance, 6:2 fluorotelomer sulfonate (6:2 FTSA).]]&lt;br /&gt;
Although the environmental remediation industry initially used the term “perfluorinated compounds” (or PFCs), the more specific terminology of PFASs was recommended for consistent communication within the global scientific, regulatory, and industrial communities&amp;lt;ref&amp;gt;Buck, R.C., Franklin, J., Berger, U., Conder, J.M., Cousins, I.T., de Voogt, P., Jensen, A.A., Kannan, K., Mabury, S.A. and van Leeuwen, S.P., 2011. Perfluoroalkyl and polyfluoroalkyl substances in the environment: terminology, classification, and origins. Integrated Environmental Assessment and Management, 7(4), 513-541. [http://dx.doi.org/10.1002/ieam.258 doi: 10.1002/ieam.258]&amp;lt;/ref&amp;gt;. PFASs are fluorinated substances with a carbon chain structure. In perfluoroalkyl substances, each carbon atom in the chain is fully saturated with fluorine (carbon-fluorine bonds only), whereas the carbon chain in polyfluoroalkyl substances is mostly saturated with fluorine (carbon-fluorine bonds), but also contains [[wikipedia: Carbon–hydrogen bond | carbon-hydrogen bonds]] (Fig. 1). &lt;br /&gt;
&lt;br /&gt;
The most studied PFASs are PFOA and PFOS. Both have a hydrophobic carbon chain structure of eight carbons that are fully saturated with fluorine atoms (i.e., perfluoroalkyl substances) and a hydrophilic polar functional group. They are therefore “[[wikipedia: Hydrophile | amphiphilic]]” and associate with water and oils. This property made them useful ingredients in fire-fighting foams and other surfactant applications. In most groundwater environments, PFOS and PFOA are water-soluble anions. Their [[wikipedia: Surfactant | surfactant]] properties complicate the prediction of their physiochemical properties, such as partitioning coefficients. The strength of the carbon-fluorine bonds in PFASs creates extremely high chemical and thermal stabilities. Relevant properties of PFOS and PFOA are summarized below (Table 1&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;). &lt;br /&gt;
&lt;br /&gt;
[[File:Deeb-Article 1-Table 1.JPG|800px|thumbnail|center|Table 1. Physical and chemical properties of PFOS and PFOA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. &amp;lt;sup&amp;gt;1&amp;lt;/sup&amp;gt;Note the salt form of PFOA is more likely to be environmentally and toxicological relevant; however, its properties are not available. Abbreviations: g/mol = grams per mole; mg/L = milligrams per liter; &amp;lt;sup&amp;gt;o&amp;lt;/sup&amp;gt;C = degree Celsius; mm Hg = millimeters of mercury; atm-m&amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;/mol = atmosphere-cubic meters per mole. &amp;lt;sup&amp;gt;2&amp;lt;/sup&amp;gt;Water solubility in purified water. &amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;Water solubility in fresh water. &amp;lt;sup&amp;gt;4&amp;lt;/sup&amp;gt;Water solubility in filtered seawater. &amp;lt;sup&amp;gt;5&amp;lt;/sup&amp;gt;Extrapolation from measurement. &amp;lt;sup&amp;gt;6&amp;lt;/sup&amp;gt;Estimated based on anion properties. &amp;lt;sup&amp;gt;7&amp;lt;/sup&amp;gt;The atmospheric half-life value identified for PFOA was estimated based on available data determined from short study periods.]]&lt;br /&gt;
&lt;br /&gt;
==Environmental Concern==&lt;br /&gt;
Perfluorinated substances are very stable, do not biodegrade, and are found throughout the environment globally. In contrast, the presence of carbon-hydrogen groups in polyfluoroalkyl substances makes these compounds easier to partially degrade, forming shorter-chain perfluoroalkyl compounds. Trace amounts of perfluorinated substances have been detected at remote locations like the Arctic, far from potential point sources&amp;lt;ref&amp;gt;Young, C.J., Furdui, V.I., Franklin, J., Koerner, R.M., Muir, D.C. and Mabury, S.A., 2007. Perfluorinated acids in arctic snow: new evidence for atmospheric formation. Environmental Science &amp;amp; Technology, 41(10), 3455-3461. [http://dx.doi.org/10.1021/es0626234 doi: 10.1021/es0626234]&amp;lt;/ref&amp;gt;. Other studies have shown that long-chain perfluorinated substances bioaccumulate and biomagnify in wildlife&amp;lt;ref&amp;gt;Conder, J.M., Hoke, R.A., Wolf, W.D., Russell, M.H. and Buck, R.C., 2008. Are PFCAs bioaccumulative? A critical review and comparison with regulatory criteria and persistent lipophilic compounds. Environmental Science &amp;amp; Technology, 42(4), 995-1003. [http://dx.doi.org/10.1021/es070895g doi: 10.1021/es070895g]&amp;lt;/ref&amp;gt;. Because of this, higher trophic wildlife including fish and birds can be particularly susceptible&amp;lt;ref&amp;gt;Sinclair, E., Mayack, D.T., Roblee, K., Yamashita, N. and Kannan, K., 2006. Occurrence of perfluoroalkyl surfactants in water, fish, and birds from New York State. Archives of Environmental Contamination and Toxicology, 50(3), pp.398-410. [http://dx.doi.org/10.1007/s00244-005-1188-z doi: 10.1007/s00244-005-1188-z]&amp;lt;/ref&amp;gt;. The Dutch National Institute for Public Health and the Environment calculated a maximum permissible concentration for PFOS of 0.65 nanograms per liter (ng/L) for fresh water, based on human consumption of fish&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
PFASs typically associate with the liver, proteins, and the blood stream. In humans, they have a half-life in the range of 2 to 9 years&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Toxicological studies of PFOA indicate potential developmental or reproductive effects&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Both PFOA and PFOS are suspected carcinogens, but their carcinogenicity remains to be classified by the U.S. EPA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. The International Agency for Research on Cancer (IARC) has classified PFOA as a Group 2B carcinogen, i.e., possibly carcinogenic to humans&amp;lt;ref&amp;gt;Benbrahim-Tallaa, L., Lauby-Secretan, B. Loomis, D., Guyton, K.Z., Grosse, Y., Bouvard, F. El Ghissassi, V., Guha, N., Mattock, H., Straif, K., 2014. Carcinogenicity of perfluorooctanoic acid, tetrafluoroethylene, dichloromethane, 1,2-dichloropropane, and 1,3-propane sultone. The Lancet Oncology, 15 (9), 924-925. [http://dx.doi.org/10.1016/s1470-2045(14)70316-x doi: 10.1016/S1470-2045(14)70316-X]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;International Agency for Research on Cancer (IARC), 2016. Monographs on the evaluation of carcinogenic risks to humans. Lists of Classifications, Volumes 1 to 116. [[Media:IARC-2016-Monographs_on_the_eval_of_carcinogenic_risks_to_humans_List_of_Classifications.pdf|List of Classifications.pdf]]&amp;lt;/ref&amp;gt;. The U.S. EPA published draft reference doses of 30 ng/kg*day PFOS and 20 ng/kg*day PFOA (based on non-cancer hazard). For site remediation, drinking water ingestion, fish consumption, dermal contact with water, and (accidental) ingestion or contact with contaminated soil are the exposure pathways of concern.&lt;br /&gt;
&lt;br /&gt;
==Uses and Potential Sources to the Environment==&lt;br /&gt;
Due to their unique properties, many PFASs function as surfactants or components of surface coatings. They are stain-resistant, heat-resistant, and are useful for coating surfaces that are in contact with acids or bases&amp;lt;ref&amp;gt;Krafft, M.P. and Riess, J.G., 2015. Selected physicochemical aspects of poly-and perfluoroalkylated substances relevant to performance, environment and sustainability - Part one. Chemosphere, 129, 4-19. [http://dx.doi.org/10.1016/j.chemosphere.2014.08.039 doi: 10.1016/j.chemosphere.2014.08.039]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Thus, they are used widely by a number of industries, including carpet, textile and leather production, chromium plating, photography, photolithography, semi-conductor manufacturing, coating additives, cleaning products, and insecticides&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. PFASs are also found in a variety of consumer products including food paper and packaging, furnishings, waterproof clothing, and cosmetics&amp;lt;ref&amp;gt;Birnbaum, L.S. and Grandjean, P., 2015. Alternatives to PFASs: Perspectives on the Science. Environmental Health Perspectives, 123(5), A104-A105. [http://dx.doi.org/10.1289/ehp.1509944 doi: 10.1289/ehp.1509944]&amp;lt;/ref&amp;gt;. The presence of PFASs in consumer products has created an urban background concentration in stormwater, wastewater treatment plant influent&amp;lt;ref&amp;gt;Houtz, E.F., 2013. Oxidative measurement of perfluoroalkyl acid precursors: Implications for urban runoff management and remediation of AFFF-contaminated groundwater and soil. Ph.D. Dissertation. Available online at http://escholarship.org/uc/item/4jq0v5qp&amp;lt;/ref&amp;gt;, and landfill leachate&amp;lt;ref&amp;gt;Lang, J.R., Allred, B.M., Peaslee, G.F., Field, J.A. and Barlaz, M.A., 2016. Release of Per-and Polyfluoroalkyl Substances (PFASs) from Carpet and Clothing in Model Anaerobic Landfill Reactors. Environmental Science &amp;amp; Technology, 50(10), 5024-5032. [http://dx.doi.org/10.1021/acs.est.5b06237 doi: 10.1021/acs.est.5b06237]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
One of the most widely known sources of PFASs is AFFF, which was used in large quantities in the environment on fires, at fire-fighting training areas, during the activation of fire suppression systems in airplane hangars and other buildings, and accidentally through AFFF storage, transport, and day-to-day handling. AFFF was routinely used at military sites, airports, and refineries. Formulations are proprietary and the composition of AFFF varies with the manufacturer. However, AFFF typically consists of water (60-93%), solvents such as butyl carbitol (3-25%), hydrocarbon surfactants (1-12%), one or more PFASs, and other compounds (e.g., corrosion inhibitors, electrolytes&amp;lt;ref&amp;gt;Conder, J., Deeb, R.A., Field, J.A. and Higgins, C.P., 2016. GRACast: Frequently asked questions on Per- and Polyfluoroalkyl Substances (PFASs). Presented on July 6. [[Media:Conder-2008-GRACast_Frequently_asked_questions_on_PFASs.pdf|FAQs]]&amp;lt;/ref&amp;gt;). PFAS signatures of a variety of different AFFF formulations can assist in forensic identification of PFAS sources&amp;lt;ref&amp;gt;Backe, W.J., Day, T.C. and Field, J.A., 2013. Zwitterionic, cationic, and anionic fluorinated chemicals in aqueous film forming foam formulations and groundwater from US military bases by nonaqueous large-volume injection HPLC-MS/MS. Environmental Science &amp;amp; Technology, 47(10), 5226-5234. [http://dx.doi.org/10.1021/es3034999 doi: 10.1021/es3034999]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Place, B.J. and Field, J.A., 2012. Identification of novel fluorochemicals in aqueous film-forming foams used by the U.S. military. Environmental Science &amp;amp; Technology, 46(13), 7120-7127. [http://dx.doi.org/10.1021/es301465n doi: 10.1021/es301465n]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==Regulation==&lt;br /&gt;
Final regulations have not yet been promulgated for PFAS; current criteria for PFAS are typically in the form of guidance or advisory levels (Table 2). The U.S. EPA recently developed Drinking Water Health Advisory levels for PFOA and PFOS, replacing previously published provisional values. Several states including Minnesota, Maine and New Jersey, have published screening values or interim criteria for one or more PFASs including PFOS, PFOA, perfluorobutanesulfonic acid (PFBS), perfluorobutanoic acid (PFBA) and perfluorononanoic acid (PFNA) (Table 2). Drinking water, groundwater, and soil criteria in the European Union was recently published in a summary report&amp;lt;ref&amp;gt;Concawe, 2016. Environmental fate and effects of poly- and perfluoroalkyl substances (PFAS). Report no. 8/16. [[Media:Concawe-2016-Environmental_fate_and_effects_of_PFAS.pdf|Report pdf]]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other regulatory actions have restricted the use and production of PFASs. PFOS was added to list of chemicals under the Stockholm Convention on persistent organic pollutants in 2009. Nearly all use of PFOS is therefore banned in Europe, with some exemptions. Substances or mixtures may not contain PFOS above 0.001% by weight (EU 757/2010). In the U.S., because PFOS manufacturing was voluntarily phased out in 2002, AFFF containing PFOS is no longer manufactured. The U.S. military and others still have large quantities of stockpiled AFFF containing PFOS, although its use is discouraged. &lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
!style=&amp;quot;background-color:#CEE0F2;&amp;quot;| REGULATORY AGENCY!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  DESCRIPTION !!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFOS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFOA!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFBS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFBA!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFNA&lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;DRINKING WATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA || [[Media:Deeb-Article_1-Table_2_L1-Drinking_water_health_advisories.pdf|Drinking Water Health Advisories]] ||style=&amp;quot;text-align:center;&amp;quot;|0.07||style=&amp;quot;text-align:center;&amp;quot;|0.07 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Health Canada|| [[Media:Deeb-Article_1-Table_2-L2-Drinking_water_screening_values.pdf|Drinking Water Screening Values]]||style=&amp;quot;text-align:center;&amp;quot;| 0.6||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 15||style=&amp;quot;text-align:center;&amp;quot;| 30||style=&amp;quot;text-align:center;&amp;quot;| 0.2&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [https://www1.maine.gov/dhhs/mecdc/environmental-health/eohp/wells/documents/pfoameg.pdf Maximum Exposure Guideline]||  ||style=&amp;quot;text-align:center;&amp;quot;| 0.1 || || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [http://www.michigan.gov/documents/deq/wrd-swas-rule57_372470_7.pdf Drinking Water Surface Water Quality Value] ||style=&amp;quot;text-align:center;&amp;quot;| 0.011||style=&amp;quot;text-align:center;&amp;quot;| 0.42|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection || [http://www.nj.gov/dep/watersupply/pdf/pfoa_dwguidance.pdf Preliminary Health-Based Guidance Value]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04 || || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection ||[[Media:Deeb-Article_1-Table_2-L6-Dev_of_MCL_recommendations_for_PFOA_and_PFOS.pdf|Development of MCL Recommendations for PFOA and PFOS are Currently in Progress]]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L7-Health-Based_Maximum_Contaminant_Level_MCL.pdf|Health-Based Maximum Contaminant Level (MCL) Recommendation]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.013&lt;br /&gt;
|-&lt;br /&gt;
|Vermont Department of Health|| [http://dec.vermont.gov/ Drinking Water Health Advisory Level]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.02|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;GROUNDWATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Department of Health|| [http://www.health.state.mn.us/divs/eh/risk/guidance/gw/table.html Health Risk Limit for Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.3||style=&amp;quot;text-align:center;&amp;quot;| 0.3 ||style=&amp;quot;text-align:center;&amp;quot;| 7 ||style=&amp;quot;text-align:center;&amp;quot;| 7 || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L10-Provisional_Groundwater_Remediaton_Objectives_Class_I_Groundwater.pdf|Provisional Groundwater Remediation Objectives, Class I Groundwater]]||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L11-Provisional_Groundwater_Remediaton_Objectives_Class_II_Groundwater_.pdf|Provisional Groundwater Remediation Objectives, Class II Groundwater]]|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|North Carolina Department of Environmental Quality||[http://deq.nc.gov/about/divisions/air-quality/science-advisory-board-toxic-air-pollutants/ncsab-aal-recommendations Interim Maximum Allowable Concentration] || || style=&amp;quot;text-align:center;&amp;quot;|1.0|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L13-Interim_specific_groundwatr_quality_criterion_fact_sheet.pdf|Interim Specific Ground Water Quality Criterion]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.01&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [http://www.maine.gov/dep/spills/publications/guidance/rags/ME-RAGS-Revised-Final_020516.pdf Remedial Action Guidelines for Residential Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.06||style=&amp;quot;text-align:center;&amp;quot;| 0.1|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L15-Groundwater_residential_generic_cleanup_criteria_and_screening_levels_.pdf|Groundwater Residential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.12||style=&amp;quot;text-align:center;&amp;quot;| 0.089|| || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L16-Groundwater_nonresidential_generic_cleanup_criteria_and_screening_levels.pdf|Groundwater Nonresidential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.5||style=&amp;quot;text-align:center;&amp;quot;| 0.28 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program|| [http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFASs for Several Different Exposure Scenarios (Groundwater)]|| || || || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Levels]||style=&amp;quot;text-align:center;&amp;quot; |0.4||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;SOIL (mg/kg)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA Region 4|| [[Media:Deeb-Article_1-Table_2-L18-Residential_soil_screening_levels.pdf|Residential Soil Screening Level]]|| style=&amp;quot;text-align:center;&amp;quot;|6|| style=&amp;quot;text-align:center;&amp;quot;|16|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L19-Industrial_soil_reference_value.xlsx|Industrial Soil Reference Value (.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 14||style=&amp;quot;text-align:center;&amp;quot;| 13|| ||style=&amp;quot;text-align:center;&amp;quot;| 500|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L20-Residential_soil_reference_value.xlsx|Residential Soil Reference Value(.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 2.1|| style=&amp;quot;text-align:center;&amp;quot;|2.1|| ||style=&amp;quot;text-align:center;&amp;quot;| 77|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L21-Recreational_soil_reference_value.xlsx|Recreational Soil Reference Value(.xlsx)]]|| style=&amp;quot;text-align:center;&amp;quot;|2.6||style=&amp;quot;text-align:center;&amp;quot;| 2.5|| ||style=&amp;quot;text-align:center;&amp;quot;| 95|| &lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection||[[Media:Deeb-Article_1-Table_2-L22-ME-Remedial_Action_guidelines.pdf|Remedial Action Guidelines for different exposure scenarios]]||style=&amp;quot;text-align:center;&amp;quot;|11-82|| || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program ||[http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFASs for Several Different Exposure Scenarios (Soil)] || || || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Arctic Zone]||style=&amp;quot;text-align:center;&amp;quot; |2.2||style=&amp;quot;text-align:center;&amp;quot;| 2.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Under 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.6||style=&amp;quot;text-align:center;&amp;quot;| 1.6|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Over 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.3||style=&amp;quot;text-align:center;&amp;quot;| 1.3|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Migration to Groundwater (MTGW)]||style=&amp;quot;text-align:center;&amp;quot; |0.0030||style=&amp;quot;text-align:center;&amp;quot;| 0.0017|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;10&amp;quot; style=&amp;quot;color:black;text-align;font-size:90%;left;&amp;quot;|Table 2. Summary of PFAS Regulatory Criteria. Regulatory criteria for PFAS are still evolving relatively quickly. Please check the hyperlinked reference to confirm that the regulatory criteria listed in the table are up to date before using this information. Some states have PFAS regulatory values for groundwater as a result of consent agreements (e.g., both West Virginia and Ohio signed a [https://yosemite.epa.gov/opa/admpress.nsf/a5792a626c8dac098525735900400c2d/35ab2180c4ed47698525757700575dc2!OpenDocument consent agreement] with DuPont listing 0.4 µg/L as a precautionary site-specific action level for PFOA). Other states (e.g., Delaware, New Hampshire, New York) have adopted U.S. EPA provisional health advisory levels for PFOS and PFOA in several water systems. Pennsylvania has investigated PFOS contamination associated with two contaminated wells identified through EPA Unregulated Contaminant Monitoring Rule program. Alabama has also addressed PFAS contamination on a site-specific basis. Alaska has conducted sampling and monitoring for PFAS at multiple sites.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Sampling and Analytical Methods==&lt;br /&gt;
Because PFASs are present in several common consumer items, care should be taken during sampling to eliminate contact with other potential sources of PFASs. Most standard operating procedures and work plans advise avoiding the use of polytetrafluoroethylene-based (e.g., Teflon) components including tubing and lined sample bottle caps. Some also instruct samplers not to wear waterproof jackets or other outerwear with a waterproof coating, and to avoid handling packaged foods that may contain fluorotelomer-based chemicals to increase non-stick properties. Due to the affinity of PFASs for the air-water interface and the wettability of glass, sample bottles are typically polypropylene or high-density polyethylene. &lt;br /&gt;
&lt;br /&gt;
Most commercial laboratories use a modified version of U.S. EPA Method 537 for the analysis of PFASs in drinking water. This method consists of solid phase extraction and liquid chromatography with tandem mass spectrometry. Analytes include PFOS, PFOA, and typically 12 other PFASs (mostly perfluorocarboxylic acids and perfluorosulfonic acids) of varying carbon chain length. Specialty laboratories have modified this analytical method for matrices other than drinking water, to better recover shorter-chain compounds, or achieve lower detection limits.&lt;br /&gt;
&lt;br /&gt;
Commercial laboratories that can quantify an even broader suite of PFASs (e.g., those known to be present in AFFF formulations and degrade to form PFOA and PFOS) are rare. An analytical method to detect several families of PFAS precursors&amp;lt;ref&amp;gt;TerMaath, S., J. Field and C. Higgins, 2016. Per- and polyfluoroalkyl substances (PFASs): Analytical and characterization frontiers. [https://www.serdp-estcp.org/Tools-and-Training/Webinar-Series/01-28-2016 Webinar Series]&amp;lt;/ref&amp;gt;. There is also the Total Oxidizable Precursor (TOP) assay, a bulk measurement of precursors that can be oxidized to perfluorocarboxylates&amp;lt;ref&amp;gt;Houtz, E.F., Higgins, C.P., Field, J.A. and Sedlak, D.L., 2013. Persistence of perfluoroalkyl acid precursors in AFFF-impacted groundwater and soil. Environmental Science &amp;amp; Technology, 47(15), 8187-8195. [http://dx.doi.org/10.1021/es4018877 doi: 10.1021/es4018877]&amp;lt;/ref&amp;gt;. Other approaches to quantify the total amount of organic fluorine in water samples include particle induced gamma-ray emission (PIGE) and absorbable organic fluorine (AOF)&amp;lt;ref&amp;gt;Willach, S., Brauch, H.J. and Lange, F.T., 2016. Contribution of selected perfluoroalkyl and polyfluoroalkyl substances to the adsorbable organically bound fluorine in German rivers and in a highly contaminated groundwater. Chemosphere, 145, 342-350. [http://dx.doi.org/10.1016/j.chemosphere.2015.11.113 doi:10.1016/j.chemosphere.2015.11.113]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The cost-effectiveness of high-resolution site characterization methods for PFASs is currently limited due to the lack of a reliable analytical method that can be used in the field as a screening method. Several research groups have attempted to design a field-ready mobile analytical method. For example, United Science LLC is developing ion selective electrodes to measure PFOS at ng/L levels&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency, 2015. Final report: field deployable PFCs sensors for contaminated soil screening. EPA contract number EPD14012. [https://cfpub.epa.gov/ncer_abstracts/index.cfm/fuseaction/display.abstractDetail/abstract/10230/report/F Report pdf]&amp;lt;/ref&amp;gt;. Geosyntec Consultants and Eurofins Eaton Analytical are developing a mobile field unit for screening PFOS and other PFASs to ng/L levels&amp;lt;ref&amp;gt;Deeb, R., Chambon, J., Haghani, A., and Eaton, A., 2016. Development and testing of an analytical method for real time measurement of polyfluoroalkyl and perfluoroalkyl substances (PFAS). Presented at the Battelle Chlorinated Conference, Palm Springs, CA.&amp;lt;/ref&amp;gt;. &lt;br /&gt;
  &lt;br /&gt;
==Fate and Transport==&lt;br /&gt;
The following summarize some key concepts for PFAS fate and transport:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Sorption&amp;#039;&amp;#039;&amp;#039;: Both PFOA and PFOS are anions at typical environmental pH values, but still exhibit strong interactions with solid-phase organic carbon. For this reason, the f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt;-K&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; method for predicting sorption is generally appropriate&amp;lt;ref&amp;gt;Higgins, C.P., and Luthy, R.G., 2006. Sorption of perfluorinated surfactants on sediments. Environmental Science &amp;amp; Technology, 40(23), 7251-7256. [http://dx.doi.org/10.1021/es061000n doi: 10.1021/es061000n]&amp;lt;/ref&amp;gt;, though this has not been confirmed for all PFASs. Interactions with mineral phases, particularly ferric oxide materials, may be important in low f f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; materials&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;&amp;gt;Ferrey, M.L., Wilson, J.T., Adair, C., Su, C., Fine, D.D., Liu, X. and Washington, J.W., 2012. Behavior and fate of PFOA and PFOS in sandy aquifer sediment. Groundwater Monitoring &amp;amp; Remediation, 32(4), 63-71. [http://dx.doi.org/10.1111/j.1745-6592.2012.01395.x  doi: 10.1111/j.1745-6592.2012.01395.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, R.L., Anschutz, A.J., Smolen, J.M., Simcik, M.F. and Penn, R.L., 2007. The adsorption of perfluorooctane sulfonate onto sand, clay, and iron oxide surfaces. Journal of Chemical &amp;amp; Engineering Data, 52(4), 1165-1170. [http://dx.doi.org/10.1021/je060285g doi: 10.1021/je060285g]&amp;lt;/ref&amp;gt;. At present, empirical site-specific sorption estimates are recommended to accurately predict PFAS mobility&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Biotransformation&amp;#039;&amp;#039;&amp;#039;: PFOS, PFOA, and analogous compounds of varying chain lengths are persistent in the environment and do not readily biodegrade. Polyfluorinated forms partially degrade in the environment&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;&amp;gt;Tseng, N., Wang, N., Szostek, B. and Mahendra, S., 2014. Biotransformation of 6: 2 fluorotelomer alcohol (6: 2 FTOH) by a wood-rotting fungus. Environmental Science &amp;amp; Technology, 48(7), 4012-4020. [http://dx.doi.org/10.1021/es4057483 doi:10.1021/es4057483]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Houtz, E.F., Yi, S., Field, J.A., Sedlak, D.L. and Alvarez-Cohen, L., 2015. Aerobic biotransformation of fluorotelomer thioether amido sulfonate (Lodyne) in AFFF-amended microcosms. Environmental Science &amp;amp; Technology, 49(13), pp.7666-7674. [http://dx.doi.org/10.1021/acs.est.5b01219  doi: 10.1021/acs.est.5b01219]&amp;lt;/ref&amp;gt;, particularly if conditions (e.g., dissolved oxygen concentrations, pH) have been altered to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;&amp;gt;McGuire, M.E., Schaefer, C., Richards, T., Backe, W.J., Field, J.A., Houtz, E., Sedlak, D.L., Guelfo, J.L., Wunsch, A. and Higgins, C.P., 2014. Evidence of remediation-induced alteration of subsurface poly-and perfluoroalkyl substance distribution at a former firefighter training area. Environmental Science &amp;amp; Technology, 48(12), 6644-6652. [http://dx.doi.org/10.1021/es5006187 doi: 10.1021/es5006187]&amp;lt;/ref&amp;gt;. However, degradation products are often more recalcitrant – degradable polyfluorinated forms are precursors for PFOA, PFOS and their homologs. In contrast, fungal degradation has been shown to result in lower production of perfluorocarboxylic acids&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Other effects of microbes&amp;#039;&amp;#039;&amp;#039;: Some microbes, in the presence of PFOA, aggregate and produce extracellular polymeric substances&amp;lt;ref&amp;gt;Weathers, T.S., Higgins, C.P. and Sharp, J.O., 2015. Enhanced biofilm production by a toluene-degrading rhodococcus observed after exposure to perfluoroalkyl acids. Environmental Science &amp;amp; Technology, 49(9), 5458-5466. [http://dx.doi.org/10.1021/es5060034 doi: 10.1021/es5060034]&amp;lt;/ref&amp;gt;. Microbes also facilitate PFAS leaching under methanogenic conditions common at municipal solid waste landfills&amp;lt;ref&amp;gt;Allred, B.M., Lang, J.R., Barlaz, M.A. and Field, J.A., 2015. Physical and biological release of poly-and perfluoroalkyl substances (PFASs) from municipal solid waste in anaerobic model landfill reactors. Environmental Science &amp;amp; Technology, 49(13), 7648-7656. [http://dx.doi.org/10.1021/acs.est.5b01040 doi: 10.1021/acs.est.5b01040]&amp;lt;/ref&amp;gt;. Depending on the conditions, microbial activity may therefore enhance the mobility of compounds like PFOS and PFOA or hypothetically have the opposite effect by increasing sorption. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Effect of co-contaminants and co-contaminant remediation strategies&amp;#039;&amp;#039;&amp;#039;: Interactions between PFASs and non-aqueous phase liquids can retard PFAS migration&amp;lt;ref&amp;gt;Guelfo, J. 2013. Subsurface fate and transport of poly- and perfluoroalkyl substances. Doctor of Philosophy Thesis, Colorado School of Mines. [[Media:Guelfo-2013-Subsuface_fate_and_transport_of_Poly-and_perfluoroalkyl_substances.pdf|Thesis]]&amp;lt;/ref&amp;gt;. TCE dechlorination can be inhibited by PFASs&amp;lt;ref&amp;gt;Weathers, T.S., Harding-Marjanovic, K., Higgins, C.P., Alvarez-Cohen, L. and Sharp, J.O., 2015. Perfluoroalkyl acids inhibit reductive dechlorination of trichloroethene by repressing dehalococcoides. Environmental Science &amp;amp; Technology, 50(1), 240-248. [http://dx.doi.org/10.1021/acs.est.5b04854 doi: 10.1021/acs.est.5b04854]&amp;lt;/ref&amp;gt; and that inhibition depends both on PFAS structure and&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Yi, S., Weathers, T.S., Sharp, J.O., Sedlak, D.L. and Alvarez-Cohen, L., 2016. Effects of Aqueous Film-Forming Foams (AFFFs) on Trichloroethene (TCE) Dechlorination by a Dehalococcoides mccartyi-Containing Microbial Community. Environmental Science &amp;amp; Technology, 50(7), 3352-3361. [http://dx.doi.org/10.1021/acs.est.5b04773 doi: 10.1021/acs.est.5b04773]&amp;lt;/ref&amp;gt;. PFAS precursors degraded to form PFOA and other PFAS at a former fire-fighting training area at Ellsworth Air Force Base, where several remediation methods, including soil vapor extraction, groundwater pump and treat, bioventing, and oxygen infusion were used to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
==Soil and Groundwater Remediation==&lt;br /&gt;
Due to the chemical and thermal stability of PFASs and the complexity of PFAS mixtures, soil and groundwater remediation is challenging and costly. Research is still ongoing to develop effective remedial strategies. &lt;br /&gt;
&lt;br /&gt;
For soil, it is common to evaluate several management options: 1) treatment and/or direct on-site reuse, 2) temporary on-site storage, and 3) off-site disposal to a soil processing or treatment facility, licensed landfill, or incinerator. Soil treatment products are commercially available to stabilize PFASs and decrease leaching. Criteria for stabilizing or treating soils prior to landfill disposal are highly site specific. Other technologies that have been considered for removing PFASs from soil include soil washing and incineration. &lt;br /&gt;
&lt;br /&gt;
For groundwater, management options include the following: 1) in situ treatment, 2) ex situ treatment and/or reuse, aquifer reinjection, or discharge to surface water, stormwater, or sewer, 3) temporary on-site storage, and 4) off-site disposal to a hazardous waste treatment and disposal facility. The most common remediation approach is to use pump-and-treat with granular activated carbon followed by off-site incineration of the spent activated carbon. This technology has been used for years at full scale&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;&amp;gt;Appleman, T.D., Higgins, C.P., Quinones, O., Vanderford, B.J., Kolstad, C., Zeigler-Holady, J.C. and Dickenson, E.R., 2014. Treatment of poly-and perfluoroalkyl substances in US full-scale water treatment systems. Water Research, 51, 246-255. [http://dx.doi.org/10.1016/j.watres.2013.10.067  doi: 10.1016/j.watres.2013.10.067 ]&amp;lt;/ref&amp;gt;. However, granular activated carbon has a relatively low capacity for PFASs particularly when shorter-chain compounds are present. Sorption capacity improvement tests have been conducted on various forms of granular and powdered activated carbon, ion exchange, and other sorbent materials and mixtures of clay, powdered activated carbon, and other sorbents&amp;lt;ref&amp;gt;Du, Z., Deng, S., Bei, Y., Huang, Q., Wang, B., Huang, J. and Yu, G., 2014. Adsorption behavior and mechanism of perfluorinated compounds on various adsorbents-A review. Journal of Hazardous Materials, 274, 443-454. [http://dx.doi.org/10.1016/j.jhazmat.2014.04.038 doi:10.1016/j.jhazmat.2014.04.038]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other methods for ex situ PFAS removal include high-pressure membrane treatment using nanofiltration or reverse osmosis. Membrane technologies at full-scale municipal water treatment facilities have effectively removed PFASs&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;/&amp;gt;. For typical environmental remediation applications, however, membrane treatment has a higher cost than activated carbon and effectiveness can be impaired by other groundwater contaminants&amp;lt;ref&amp;gt;Department of the Navy (DON). 2015. Interim perfluorinated compounds (PFCs) guidance/frequently asked questions. [[Media:Dept_of_Navy-_2015-Interim_Perfluorinated_Compounds_Frequently_asked_questions.pdf|FAQs]]&amp;lt;/ref&amp;gt;. Neutral PFASs, such as the perfluoroalkyl sulfonamides, may not be sufficiently removed&amp;lt;ref&amp;gt;Steinle-Darling, E. and Reinhard, M., 2008. Nanofiltration for trace organic contaminant removal: structure, solution, and membrane fouling effects on the rejection of perfluorochemicals. Environmental Science &amp;amp; Technology, 42 (14), 5292–5297. [http://dx.doi.org/10.1021/es703207s doi: 10.1021/es703207s]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==PFAS Treatment Research==&lt;br /&gt;
PFAS treatment research includes the following topics:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;PFAS Sequestration&amp;#039;&amp;#039;&amp;#039;: Sorbents are being investigated with the long-term goal of using them in an in situ barrier as a low-cost, long-term treatment solution, combined with a method for periodically regenerating or renewing the emplaced sorbent material and treating waste streams on site using ex-situ chemical oxidation ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ESTCP project 2423]&amp;lt;ref&amp;gt;Crimi, M. 2014. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC), ER-2423. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ER-2423]&amp;lt;/ref&amp;gt;). SERDP/ESTCP has also funded research ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US ESTCP project ER-2425]) to test in situ injection of chemical coagulants (e.g., polyaluminum chloride, cationic polymers) to aid with sorption&amp;lt;ref&amp;gt;Simcik, M. (2014). Development of a novel approach for in situ remediation of PFC contaminated groundwater systems, ER-2425. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425 ER-2425]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Proof-of-Concept for Biological Treatment&amp;#039;&amp;#039;&amp;#039;: Fungi have been used successfully to degrade PFASs under laboratory conditions&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;&amp;lt;ref&amp;gt;Qingguo, J. H., 2013. Remediation of perfluoroalkyl contaminated aquifers using an In-situ two-layer barrier: laboratory batch and column study. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2127 ER-2127]&amp;lt;/ref&amp;gt;, but are more difficult to maintain in situ. New work ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US ESTCP project ER-2422]) is focused on the viability of packaging the PFAS-degrading enzymes from wood-rotting fungi into “vaults” (naturally-occurring particles found in a wide variety of microorganisms) and using bioaugmentation for in situ degradation&amp;lt;ref&amp;gt;Mahendra, S., 2014. Bioaugmentation with vaults: novel in situ remediation strategy for transformation of perfluoroalkyl compounds, SERDP, ER-2422. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422 ER-2422]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;&amp;gt; Merino, N., Qu, Y., Deeb, R.A., Hawley, E.L., Hoffman, M.R and Mahendra, S., 2016. Degradation and removal methods for perfluoroalkyl and polyfluoroalkyl substances (PFASs) in water. Environmental Engineering Science, 33(9), 615-649. [http://dx.doi.org/10.1089/ees.2016.0233 doi:10.1089/ees.2016.0233]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Advanced Oxidation Processes&amp;#039;&amp;#039;&amp;#039;: Advanced oxidation processes for PFAS include electrochemical oxidation, photolysis, and photocatalysis&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;/&amp;gt;. Electrocatalytic and catalytic approaches using Ti/RuO&amp;lt;sub&amp;gt;2&amp;lt;/sub&amp;gt; and other mixed metal oxide anodes have been used to oxidize PFAS in the laboratory under a range of conditions ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US ESTCP project 2424]&amp;lt;ref&amp;gt;Schaefer, C., 2014. Investigating electrocatalytic and catalytic approaches for in situ treatment of perfluoroalkyl contaminants in groundwater, ER-2424. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424 ER-2424]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;In Situ Chemical Reduction&amp;#039;&amp;#039;&amp;#039;: Methods being investigated include the use of zero-valent metals/bimetals (Pd/Fe, Mg, Pd/Mg) with clay interlayers and co-solvent assisted Vitamin B12 defluorination. One ongoing project ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US SERDP project ER-2426]) focuses on PFOS, which is recalcitrant to many oxidation processes&amp;lt;ref&amp;gt;Lee, L., 2014. Quantification of in situ chemical reductive defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs, ER-2426. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426 ER-2426]&amp;lt;/ref&amp;gt;. Reductive technologies could be used as a first step in remediating PFOS and other PFASs.  &lt;br /&gt;
&lt;br /&gt;
==Summary==&lt;br /&gt;
PFASs are present in the environment and pose several challenges. Perfluoroalkyl substances are highly stable and can biomagnify in wildlife. Health-based advisory levels are low, i.e., ng/L concentrations in groundwater and drinking water. As awareness of PFAS grows and regulatory criteria evolve, site managers are conducting site investigation, improving analytical techniques, and designing and operating remediation systems. SERDP/ESTCP-funded research aims to demonstrate effective treatment technologies for PFAS and improve technology cost-effectiveness.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&lt;br /&gt;
&amp;lt;references/&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Relevant Ongoing SERDP/ESTCP Projects:&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC). SERDP/ESTCP Project ER-2423]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US. Quantification of In Situ Chemical Reductive Defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs. SERDP/ESTCP Project ER-2426] &lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US. Bioaugmentation with vaults: Novel In Situ Remediation Strategy for Transformation of Perfluoroalkyl Compounds. SERDP/ESTCP Project ER-2422]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US. Investigating Electrocatalytic and Catalytic Approaches for In Situ Treatment of Perfluoroalkyl Contaminants in Groundwater. SERDP/ESTCP project ER-2424]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US. Development of a Novel Approach for In Situ Remediation of Pfc Contaminated Groundwater Systems. SERDP/ESTCP project ER-2425]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=10939</id>
		<title>Perfluoroalkyl and Polyfluoroalkyl Substances (PFASs)</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Perfluoroalkyl_and_Polyfluoroalkyl_Substances_(PFASs)&amp;diff=10939"/>
		<updated>2018-05-04T14:58:29Z</updated>

		<summary type="html">&lt;p&gt;Rborden: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Environmental releases of perfluoroalkyl and polyfluoroalkyl substances (PFASs) including perfluorooctanoic acid (PFOA) and perfluorooctane sulfonate (PFOS)have occurred at manufacturing facilities and in areas where aqueous film-forming foam (AFFF) was used to extinguish hydrocarbon fires. PFASs are suspected to cause adverse human health effects. They are highly stable in the environment and are typically removed from water supplies using granular activated carbon. There is a need for in situ treatment technologies and ex situ treatment methods that are more cost-effective. &lt;br /&gt;
&lt;br /&gt;
&amp;lt;div style=&amp;quot;float:right;margin:0 0 2em 2em;&amp;quot;&amp;gt;__TOC__&amp;lt;/div&amp;gt;&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Related Article(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Soil &amp;amp; Groundwater Contaminants]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;CONTRIBUTOR(S):&amp;#039;&amp;#039;&amp;#039; [[Dr. Rula Deeb]], [[Dr. Jennifer Field]], [[Elisabeth Hawley]], and [[Dr. Christopher Higgins]]&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Key Resource(s):&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
*[[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|U.S. EPA Emerging Contaminants - PFOS and PFOA Fact Sheet]]&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;&amp;gt;U.S. Environmental Protection Agency, 2014. Emerging contaminants – perfluorooctane sulfonate (PFOS) and perfluorooctanoic acid (PFOA). Fact sheet. [[Media:USEPA-2014-Emerging_Contaminants_-_PFOS_and_PFOA_Fact_Sheet.pdf|March Fact Sheet]]&amp;lt;/ref&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Introduction==&lt;br /&gt;
Awareness of PFASs in the environment first emerged in the late 1990s following developments in analytical methods to detect ionized substances. Legal actions were taken against PFAS product manufacturing facilities in the West Virginia/Ohio River Valley&amp;lt;ref&amp;gt;Rich, N., 2016. The lawyer who became DuPont’s worst nightmare. The New York Times Magazine.&amp;lt;/ref&amp;gt;. In 2000, the sole U.S. manufacturer of PFOS agreed to voluntarily discontinue production&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2000. EPA and 3M announce phase out of PFOS. News release dated Tuesday May 16. [https://yosemite.epa.gov/opa/admpress.nsf/0/33aa946e6cb11f35852568e1005246b4 U.S. EPA PFOS Phase Out Announcement]&amp;lt;/ref&amp;gt;. The U.S. Environmental Protection Agency (EPA) issued provisional drinking water health advisories for PFOA and PFOS in 2009 and replaced these with health advisories in 2016&amp;lt;ref&amp;gt;United States Environmental Protection Agency (U.S. EPA), 2016. Drinking water health advisories for PFOA and PFOS. [https://www.epa.gov/ground-water-and-drinking-water/drinking-water-health-advisories-pfoa-and-pfos U.S. EPA Water Health Advisories - PFOA and PFOS]&amp;lt;/ref&amp;gt;. Over the past five years, state regulators have required several former Air Force and Navy fire-fighter training areas to conduct site investigations for PFASs. SERDP/ESTCP research programs began funding related research in 2011 because they recognized the potential impact of this issue for the Department of Defense.&lt;br /&gt;
&lt;br /&gt;
==Physical and Chemical Properties==&lt;br /&gt;
[[File:Deeb-Article 1-Figure 1.JPG|thumbnail|right|400px|Figure 1. a) Structure of a perfluoroalkyl substance, PFOS, compared with b) the structure of a polyfluoroalkyl substance, 6:2 fluorotelomer sulfonate (6:2 FTSA).]]&lt;br /&gt;
Although the environmental remediation industry initially used the term “perfluorinated compounds” (or PFCs), the more specific terminology of PFASs was recommended for consistent communication within the global scientific, regulatory, and industrial communities&amp;lt;ref&amp;gt;Buck, R.C., Franklin, J., Berger, U., Conder, J.M., Cousins, I.T., de Voogt, P., Jensen, A.A., Kannan, K., Mabury, S.A. and van Leeuwen, S.P., 2011. Perfluoroalkyl and polyfluoroalkyl substances in the environment: terminology, classification, and origins. Integrated Environmental Assessment and Management, 7(4), 513-541. [http://dx.doi.org/10.1002/ieam.258 doi: 10.1002/ieam.258]&amp;lt;/ref&amp;gt;. PFASs are fluorinated substances with a carbon chain structure. In perfluoroalkyl substances, each carbon atom in the chain is fully saturated with fluorine (carbon-fluorine bonds only), whereas the carbon chain in polyfluoroalkyl substances is mostly saturated with fluorine (carbon-fluorine bonds), but also contains [[wikipedia: Carbon–hydrogen bond | carbon-hydrogen bonds]] (Fig. 1). &lt;br /&gt;
&lt;br /&gt;
The most studied PFASs are PFOA and PFOS. Both have a hydrophobic carbon chain structure of eight carbons that are fully saturated with fluorine atoms (i.e., perfluoroalkyl substances) and a hydrophilic polar functional group. They are therefore “[[wikipedia: Hydrophile | amphiphilic]]” and associate with water and oils. This property made them useful ingredients in fire-fighting foams and other surfactant applications. In most groundwater environments, PFOS and PFOA are water-soluble anions. Their [[wikipedia: Surfactant | surfactant]] properties complicate the prediction of their physiochemical properties, such as partitioning coefficients. The strength of the carbon-fluorine bonds in PFASs creates extremely high chemical and thermal stabilities. Relevant properties of PFOS and PFOA are summarized below (Table 1&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;). &lt;br /&gt;
&lt;br /&gt;
[[File:Deeb-Article 1-Table 1.JPG|800px|thumbnail|center|Table 1. Physical and chemical properties of PFOS and PFOA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. &amp;lt;sup&amp;gt;1&amp;lt;/sup&amp;gt;Note the salt form of PFOA is more likely to be environmentally and toxicological relevant; however, its properties are not available. Abbreviations: g/mol = grams per mole; mg/L = milligrams per liter; &amp;lt;sup&amp;gt;o&amp;lt;/sup&amp;gt;C = degree Celsius; mm Hg = millimeters of mercury; atm-m&amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;/mol = atmosphere-cubic meters per mole. &amp;lt;sup&amp;gt;2&amp;lt;/sup&amp;gt;Water solubility in purified water. &amp;lt;sup&amp;gt;3&amp;lt;/sup&amp;gt;Water solubility in fresh water. &amp;lt;sup&amp;gt;4&amp;lt;/sup&amp;gt;Water solubility in filtered seawater. &amp;lt;sup&amp;gt;5&amp;lt;/sup&amp;gt;Extrapolation from measurement. &amp;lt;sup&amp;gt;6&amp;lt;/sup&amp;gt;Estimated based on anion properties. &amp;lt;sup&amp;gt;7&amp;lt;/sup&amp;gt;The atmospheric half-life value identified for PFOA was estimated based on available data determined from short study periods.]]&lt;br /&gt;
&lt;br /&gt;
==Environmental Concern==&lt;br /&gt;
Perfluorinated substances are very stable, do not biodegrade, and are found throughout the environment globally. In contrast, the presence of carbon-hydrogen groups in polyfluoroalkyl substances makes these compounds easier to partially degrade, forming shorter-chain perfluoroalkyl compounds. Trace amounts of perfluorinated substances have been detected at remote locations like the Arctic, far from potential point sources&amp;lt;ref&amp;gt;Young, C.J., Furdui, V.I., Franklin, J., Koerner, R.M., Muir, D.C. and Mabury, S.A., 2007. Perfluorinated acids in arctic snow: new evidence for atmospheric formation. Environmental Science &amp;amp; Technology, 41(10), 3455-3461. [http://dx.doi.org/10.1021/es0626234 doi: 10.1021/es0626234]&amp;lt;/ref&amp;gt;. Other studies have shown that long-chain perfluorinated substances bioaccumulate and biomagnify in wildlife&amp;lt;ref&amp;gt;Conder, J.M., Hoke, R.A., Wolf, W.D., Russell, M.H. and Buck, R.C., 2008. Are PFCAs bioaccumulative? A critical review and comparison with regulatory criteria and persistent lipophilic compounds. Environmental Science &amp;amp; Technology, 42(4), 995-1003. [http://dx.doi.org/10.1021/es070895g doi: 10.1021/es070895g]&amp;lt;/ref&amp;gt;. Because of this, higher trophic wildlife including fish and birds can be particularly susceptible&amp;lt;ref&amp;gt;Sinclair, E., Mayack, D.T., Roblee, K., Yamashita, N. and Kannan, K., 2006. Occurrence of perfluoroalkyl surfactants in water, fish, and birds from New York State. Archives of Environmental Contamination and Toxicology, 50(3), pp.398-410. [http://dx.doi.org/10.1007/s00244-005-1188-z doi: 10.1007/s00244-005-1188-z]&amp;lt;/ref&amp;gt;. The Dutch National Institute for Public Health and the Environment calculated a maximum permissible concentration for PFOS of 0.65 nanograms per liter (ng/L) for fresh water, based on human consumption of fish&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
PFASs typically associate with the liver, proteins, and the blood stream. In humans, they have a half-life in the range of 2 to 9 years&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Toxicological studies of PFOA indicate potential developmental or reproductive effects&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Both PFOA and PFOS are suspected carcinogens, but their carcinogenicity remains to be classified by the U.S. EPA&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. The International Agency for Research on Cancer (IARC) has classified PFOA as a Group 2B carcinogen, i.e., possibly carcinogenic to humans&amp;lt;ref&amp;gt;Benbrahim-Tallaa, L., Lauby-Secretan, B. Loomis, D., Guyton, K.Z., Grosse, Y., Bouvard, F. El Ghissassi, V., Guha, N., Mattock, H., Straif, K., 2014. Carcinogenicity of perfluorooctanoic acid, tetrafluoroethylene, dichloromethane, 1,2-dichloropropane, and 1,3-propane sultone. The Lancet Oncology, 15 (9), 924-925. [http://dx.doi.org/10.1016/s1470-2045(14)70316-x doi: 10.1016/S1470-2045(14)70316-X]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;International Agency for Research on Cancer (IARC), 2016. Monographs on the evaluation of carcinogenic risks to humans. Lists of Classifications, Volumes 1 to 116. [[Media:IARC-2016-Monographs_on_the_eval_of_carcinogenic_risks_to_humans_List_of_Classifications.pdf|List of Classifications.pdf]]&amp;lt;/ref&amp;gt;. The U.S. EPA published draft reference doses of 30 ng/kg*day PFOS and 20 ng/kg*day PFOA (based on non-cancer hazard). For site remediation, drinking water ingestion, fish consumption, dermal contact with water, and (accidental) ingestion or contact with contaminated soil are the exposure pathways of concern.&lt;br /&gt;
&lt;br /&gt;
==Uses and Potential Sources to the Environment==&lt;br /&gt;
Due to their unique properties, many PFASs function as surfactants or components of surface coatings. They are stain-resistant, heat-resistant, and are useful for coating surfaces that are in contact with acids or bases&amp;lt;ref&amp;gt;Krafft, M.P. and Riess, J.G., 2015. Selected physicochemical aspects of poly-and perfluoroalkylated substances relevant to performance, environment and sustainability - Part one. Chemosphere, 129, 4-19. [http://dx.doi.org/10.1016/j.chemosphere.2014.08.039 doi: 10.1016/j.chemosphere.2014.08.039]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. Thus, they are used widely by a number of industries, including carpet, textile and leather production, chromium plating, photography, photolithography, semi-conductor manufacturing, coating additives, cleaning products, and insecticides&amp;lt;ref name= &amp;quot;USEPA2014&amp;quot;/&amp;gt;. PFASs are also found in a variety of consumer products including food paper and packaging, furnishings, waterproof clothing, and cosmetics&amp;lt;ref&amp;gt;Birnbaum, L.S. and Grandjean, P., 2015. Alternatives to PFASs: Perspectives on the Science. Environmental Health Perspectives, 123(5), A104-A105. [http://dx.doi.org/10.1289/ehp.1509944 doi: 10.1289/ehp.1509944]&amp;lt;/ref&amp;gt;. The presence of PFASs in consumer products has created an urban background concentration in stormwater, wastewater treatment plant influent&amp;lt;ref&amp;gt;Houtz, E.F., 2013. Oxidative measurement of perfluoroalkyl acid precursors: Implications for urban runoff management and remediation of AFFF-contaminated groundwater and soil. Ph.D. Dissertation. Available online at http://escholarship.org/uc/item/4jq0v5qp&amp;lt;/ref&amp;gt;, and landfill leachate&amp;lt;ref&amp;gt;Lang, J.R., Allred, B.M., Peaslee, G.F., Field, J.A. and Barlaz, M.A., 2016. Release of Per-and Polyfluoroalkyl Substances (PFASs) from Carpet and Clothing in Model Anaerobic Landfill Reactors. Environmental Science &amp;amp; Technology, 50(10), 5024-5032. [http://dx.doi.org/10.1021/acs.est.5b06237 doi: 10.1021/acs.est.5b06237]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
One of the most widely known sources of PFASs is AFFF, which was used in large quantities in the environment on fires, at fire-fighting training areas, during the activation of fire suppression systems in airplane hangars and other buildings, and accidentally through AFFF storage, transport, and day-to-day handling. AFFF was routinely used at military sites, airports, and refineries. Formulations are proprietary and the composition of AFFF varies with the manufacturer. However, AFFF typically consists of water (60-93%), solvents such as butyl carbitol (3-25%), hydrocarbon surfactants (1-12%), one or more PFASs, and other compounds (e.g., corrosion inhibitors, electrolytes&amp;lt;ref&amp;gt;Conder, J., Deeb, R.A., Field, J.A. and Higgins, C.P., 2016. GRACast: Frequently asked questions on Per- and Polyfluoroalkyl Substances (PFASs). Presented on July 6. [[Media:Conder-2008-GRACast_Frequently_asked_questions_on_PFASs.pdf|FAQs]]&amp;lt;/ref&amp;gt;). PFAS signatures of a variety of different AFFF formulations can assist in forensic identification of PFAS sources&amp;lt;ref&amp;gt;Backe, W.J., Day, T.C. and Field, J.A., 2013. Zwitterionic, cationic, and anionic fluorinated chemicals in aqueous film forming foam formulations and groundwater from US military bases by nonaqueous large-volume injection HPLC-MS/MS. Environmental Science &amp;amp; Technology, 47(10), 5226-5234. [http://dx.doi.org/10.1021/es3034999 doi: 10.1021/es3034999]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Place, B.J. and Field, J.A., 2012. Identification of novel fluorochemicals in aqueous film-forming foams used by the U.S. military. Environmental Science &amp;amp; Technology, 46(13), 7120-7127. [http://dx.doi.org/10.1021/es301465n doi: 10.1021/es301465n]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==Regulation==&lt;br /&gt;
Final regulations have not yet been promulgated for PFAS; current criteria for PFAS are typically in the form of guidance or advisory levels (Table 2). The U.S. EPA recently developed Drinking Water Health Advisory levels for PFOA and PFOS, replacing previously published provisional values. Several states including Minnesota, Maine and New Jersey, have published screening values or interim criteria for one or more PFASs including PFOS, PFOA, perfluorobutanesulfonic acid (PFBS), perfluorobutanoic acid (PFBA) and perfluorononanoic acid (PFNA) (Table 2). Drinking water, groundwater, and soil criteria in the European Union was recently published in a summary report&amp;lt;ref&amp;gt;Concawe, 2016. Environmental fate and effects of poly- and perfluoroalkyl substances (PFAS). Report no. 8/16. [[Media:Concawe-2016-Environmental_fate_and_effects_of_PFAS.pdf|Report pdf]]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other regulatory actions have restricted the use and production of PFASs. PFOS was added to list of chemicals under the Stockholm Convention on persistent organic pollutants in 2009. Nearly all use of PFOS is therefore banned in Europe, with some exemptions. Substances or mixtures may not contain PFOS above 0.001% by weight (EU 757/2010). In the U.S., because PFOS manufacturing was voluntarily phased out in 2002, AFFF containing PFOS is no longer manufactured. The U.S. military and others still have large quantities of stockpiled AFFF containing PFOS, although its use is discouraged. &lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
!style=&amp;quot;background-color:#CEE0F2;&amp;quot;| REGULATORY AGENCY!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  DESCRIPTION !!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFOS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFOA!!style=&amp;quot;background-color:#CEE0F2;&amp;quot;|  PFBS!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFBA!! style=&amp;quot;background-color:#CEE0F2;&amp;quot;| PFNA&lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;DRINKING WATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA || [[Media:Deeb-Article_1-Table_2_L1-Drinking_water_health_advisories.pdf|Drinking Water Health Advisories]] ||style=&amp;quot;text-align:center;&amp;quot;|0.07||style=&amp;quot;text-align:center;&amp;quot;|0.07 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Health Canada|| [[Media:Deeb-Article_1-Table_2-L2-Drinking_water_screening_values.pdf|Drinking Water Screening Values]]||style=&amp;quot;text-align:center;&amp;quot;| 0.6||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 15||style=&amp;quot;text-align:center;&amp;quot;| 30||style=&amp;quot;text-align:center;&amp;quot;| 0.2&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [https://www1.maine.gov/dhhs/mecdc/environmental-health/eohp/wells/documents/pfoameg.pdf Maximum Exposure Guideline]||  ||style=&amp;quot;text-align:center;&amp;quot;| 0.1 || || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [http://www.michigan.gov/documents/deq/wrd-swas-rule57_372470_7.pdf Drinking Water Surface Water Quality Value] ||style=&amp;quot;text-align:center;&amp;quot;| 0.011||style=&amp;quot;text-align:center;&amp;quot;| 0.42|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection || [http://www.nj.gov/dep/watersupply/pdf/pfoa_dwguidance.pdf Preliminary Health-Based Guidance Value]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04 || || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection ||[[Media:Deeb-Article_1-Table_2-L6-Dev_of_MCL_recommendations_for_PFOA_and_PFOS.pdf|Development of MCL Recommendations for PFOA and PFOS are Currently in Progress]]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.04|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L7-Health-Based_Maximum_Contaminant_Level_MCL.pdf|Health-Based Maximum Contaminant Level (MCL) Recommendation]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.013&lt;br /&gt;
|-&lt;br /&gt;
|Vermont Department of Health|| [http://dec.vermont.gov/ Drinking Water Health Advisory Level]|| ||style=&amp;quot;text-align:center;&amp;quot;| 0.02|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;GROUNDWATER (µg/L)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Department of Health|| [http://www.health.state.mn.us/divs/eh/risk/guidance/gw/table.html Health Risk Limit for Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.3||style=&amp;quot;text-align:center;&amp;quot;| 0.3 ||style=&amp;quot;text-align:center;&amp;quot;| 7 ||style=&amp;quot;text-align:center;&amp;quot;| 7 || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L10-Provisional_Groundwater_Remediaton_Objectives_Class_I_Groundwater.pdf|Provisional Groundwater Remediation Objectives, Class I Groundwater]]||style=&amp;quot;text-align:center;&amp;quot;| 0.2||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Illinois Environmental Protection Agency|| [[Media:Deeb-Article_1-Table_2-L11-Provisional_Groundwater_Remediaton_Objectives_Class_II_Groundwater_.pdf|Provisional Groundwater Remediation Objectives, Class II Groundwater]]|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| style=&amp;quot;text-align:center;&amp;quot;|0.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|North Carolina Department of Environmental Quality||[http://deq.nc.gov/about/divisions/air-quality/science-advisory-board-toxic-air-pollutants/ncsab-aal-recommendations Interim Maximum Allowable Concentration] || || style=&amp;quot;text-align:center;&amp;quot;|1.0|| || || &lt;br /&gt;
|-&lt;br /&gt;
|New Jersey Department of Environmental Protection|| [[Media:Deeb-Article_1-Table_2-L13-Interim_specific_groundwatr_quality_criterion_fact_sheet.pdf|Interim Specific Ground Water Quality Criterion]]|| || || || ||style=&amp;quot;text-align:center;&amp;quot;| 0.01&lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection|| [http://www.maine.gov/dep/spills/publications/guidance/rags/ME-RAGS-Revised-Final_020516.pdf Remedial Action Guidelines for Residential Groundwater] ||style=&amp;quot;text-align:center;&amp;quot;| 0.06||style=&amp;quot;text-align:center;&amp;quot;| 0.1|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L15-Groundwater_residential_generic_cleanup_criteria_and_screening_levels_.pdf|Groundwater Residential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.12||style=&amp;quot;text-align:center;&amp;quot;| 0.089|| || || &lt;br /&gt;
|-&lt;br /&gt;
| Michigan Department of Environmental Quality|| [[Media:Deeb-Article_1-Table_2-L16-Groundwater_nonresidential_generic_cleanup_criteria_and_screening_levels.pdf|Groundwater Nonresidential Generic Cleanup Criteria and Screening Levels]]|| style=&amp;quot;text-align:center;&amp;quot;|0.5||style=&amp;quot;text-align:center;&amp;quot;| 0.28 || || || &lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program|| [http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFASs for Several Different Exposure Scenarios (Groundwater)]|| || || || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Levels]||style=&amp;quot;text-align:center;&amp;quot; |0.4||style=&amp;quot;text-align:center;&amp;quot;| 0.4|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;12&amp;quot; style=&amp;quot;color:black;text-align:center;&amp;quot;|&amp;#039;&amp;#039;&amp;#039;SOIL (mg/kg)&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|-&lt;br /&gt;
| U.S. EPA Region 4|| [[Media:Deeb-Article_1-Table_2-L18-Residential_soil_screening_levels.pdf|Residential Soil Screening Level]]|| style=&amp;quot;text-align:center;&amp;quot;|6|| style=&amp;quot;text-align:center;&amp;quot;|16|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L19-Industrial_soil_reference_value.xlsx|Industrial Soil Reference Value (.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 14||style=&amp;quot;text-align:center;&amp;quot;| 13|| ||style=&amp;quot;text-align:center;&amp;quot;| 500|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L20-Residential_soil_reference_value.xlsx|Residential Soil Reference Value(.xlsx)]]||style=&amp;quot;text-align:center;&amp;quot;| 2.1|| style=&amp;quot;text-align:center;&amp;quot;|2.1|| ||style=&amp;quot;text-align:center;&amp;quot;| 77|| &lt;br /&gt;
|-&lt;br /&gt;
|Minnesota Pollution Control Agency|| [[Media:Deeb-Article_1-Table_2-L21-Recreational_soil_reference_value.xlsx|Recreational Soil Reference Value(.xlsx)]]|| style=&amp;quot;text-align:center;&amp;quot;|2.6||style=&amp;quot;text-align:center;&amp;quot;| 2.5|| ||style=&amp;quot;text-align:center;&amp;quot;| 95|| &lt;br /&gt;
|-&lt;br /&gt;
|Maine Department of Environmental Protection||[[Media:Deeb-Article_1-Table_2-L22-ME-Remedial_Action_guidelines.pdf|Remedial Action Guidelines for different exposure scenarios]]||style=&amp;quot;text-align:center;&amp;quot;|11-82|| || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Texas Commission on Environmental Quality Texas Risk Reduction Program ||[http://www.tceq.texas.gov/assets/public/remediation/trrp/pcls2014.xlsx Protective Concentration Levels for 16 PFASs for Several Different Exposure Scenarios (Soil)] || || || || ||&lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Arctic Zone]||style=&amp;quot;text-align:center;&amp;quot; |2.2||style=&amp;quot;text-align:center;&amp;quot;| 2.2|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Under 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.6||style=&amp;quot;text-align:center;&amp;quot;| 1.6|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Over 40&amp;#039; Zone]||style=&amp;quot;text-align:center;&amp;quot; |1.3||style=&amp;quot;text-align:center;&amp;quot;| 1.3|| || || &lt;br /&gt;
|-&lt;br /&gt;
|Alaska Department of Environmental Conservation|| [http://dec.alaska.gov/spar/csp/guidance_forms/docs/Interim%20Tech%20Memo%20-%20DEC%20cleanup%20levels%20and%20EPA%20HAs%20for%20PFOS%20and%20PFOA%20August%202016%20Final.pdf Cleanup Level, Migration to Groundwater (MTGW)]||style=&amp;quot;text-align:center;&amp;quot; |0.0030||style=&amp;quot;text-align:center;&amp;quot;| 0.0017|| || || &lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;10&amp;quot; style=&amp;quot;color:black;text-align;font-size:90%;left;&amp;quot;|Table 2. Summary of PFAS Regulatory Criteria. Regulatory criteria for PFAS are still evolving relatively quickly. Please check the hyperlinked reference to confirm that the regulatory criteria listed in the table are up to date before using this information. Some states have PFAS regulatory values for groundwater as a result of consent agreements (e.g., both West Virginia and Ohio signed a [https://yosemite.epa.gov/opa/admpress.nsf/a5792a626c8dac098525735900400c2d/35ab2180c4ed47698525757700575dc2!OpenDocument consent agreement] with DuPont listing 0.4 µg/L as a precautionary site-specific action level for PFOA). Other states (e.g., Delaware, New Hampshire, New York) have adopted U.S. EPA provisional health advisory levels for PFOS and PFOA in several water systems. Pennsylvania has investigated PFOS contamination associated with two contaminated wells identified through EPA Unregulated Contaminant Monitoring Rule program. Alabama has also addressed PFAS contamination on a site-specific basis. Alaska has conducted sampling and monitoring for PFAS at multiple sites.&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Sampling and Analytical Methods==&lt;br /&gt;
Because PFASs are present in several common consumer items, care should be taken during sampling to eliminate contact with other potential sources of PFASs. Most standard operating procedures and work plans advise avoiding the use of polytetrafluoroethylene-based (e.g., Teflon) components including tubing and lined sample bottle caps. Some also instruct samplers not to wear waterproof jackets or other outerwear with a waterproof coating, and to avoid handling packaged foods that may contain fluorotelomer-based chemicals to increase non-stick properties. Due to the affinity of PFASs for the air-water interface and the wettability of glass, sample bottles are typically polypropylene or high-density polyethylene. &lt;br /&gt;
&lt;br /&gt;
Most commercial laboratories use a modified version of U.S. EPA Method 537 for the analysis of PFASs in drinking water. This method consists of solid phase extraction and liquid chromatography with tandem mass spectrometry. Analytes include PFOS, PFOA, and typically 12 other PFASs (mostly perfluorocarboxylic acids and perfluorosulfonic acids) of varying carbon chain length. Specialty laboratories have modified this analytical method for matrices other than drinking water, to better recover shorter-chain compounds, or achieve lower detection limits.&lt;br /&gt;
&lt;br /&gt;
Commercial laboratories that can quantify an even broader suite of PFASs (e.g., those known to be present in AFFF formulations and degrade to form PFOA and PFOS) are rare. An analytical method to detect several families of PFAS precursors&amp;lt;ref&amp;gt;TerMaath, S., J. Field and C. Higgins, 2016. Per- and polyfluoroalkyl substances (PFASs): Analytical and characterization frontiers. [https://www.serdp-estcp.org/Tools-and-Training/Webinar-Series/01-28-2016 Webinar Series]&amp;lt;/ref&amp;gt;. There is also the Total Oxidizable Precursor (TOP) assay, a bulk measurement of precursors that can be oxidized to perfluorocarboxylates&amp;lt;ref&amp;gt;Houtz, E.F., Higgins, C.P., Field, J.A. and Sedlak, D.L., 2013. Persistence of perfluoroalkyl acid precursors in AFFF-impacted groundwater and soil. Environmental Science &amp;amp; Technology, 47(15), 8187-8195. [http://dx.doi.org/10.1021/es4018877 doi: 10.1021/es4018877]&amp;lt;/ref&amp;gt;. Other approaches to quantify the total amount of organic fluorine in water samples include particle induced gamma-ray emission (PIGE) and absorbable organic fluorine (AOF)&amp;lt;ref&amp;gt;Willach, S., Brauch, H.J. and Lange, F.T., 2016. Contribution of selected perfluoroalkyl and polyfluoroalkyl substances to the adsorbable organically bound fluorine in German rivers and in a highly contaminated groundwater. Chemosphere, 145, 342-350. [http://dx.doi.org/10.1016/j.chemosphere.2015.11.113 doi:10.1016/j.chemosphere.2015.11.113]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
The cost-effectiveness of high-resolution site characterization methods for PFASs is currently limited due to the lack of a reliable analytical method that can be used in the field as a screening method. Several research groups have attempted to design a field-ready mobile analytical method. For example, United Science LLC is developing ion selective electrodes to measure PFOS at ng/L levels&amp;lt;ref&amp;gt;U.S. Environmental Protection Agency, 2015. Final report: field deployable PFCs sensors for contaminated soil screening. EPA contract number EPD14012. [https://cfpub.epa.gov/ncer_abstracts/index.cfm/fuseaction/display.abstractDetail/abstract/10230/report/F Report pdf]&amp;lt;/ref&amp;gt;. Geosyntec Consultants and Eurofins Eaton Analytical are developing a mobile field unit for screening PFOS and other PFASs to ng/L levels&amp;lt;ref&amp;gt;Deeb, R., Chambon, J., Haghani, A., and Eaton, A., 2016. Development and testing of an analytical method for real time measurement of polyfluoroalkyl and perfluoroalkyl substances (PFAS). Presented at the Battelle Chlorinated Conference, Palm Springs, CA.&amp;lt;/ref&amp;gt;. &lt;br /&gt;
  &lt;br /&gt;
==Fate and Transport==&lt;br /&gt;
The following summarize some key concepts for PFAS fate and transport:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Sorption&amp;#039;&amp;#039;&amp;#039;: Both PFOA and PFOS are anions at typical environmental pH values, but still exhibit strong interactions with solid-phase organic carbon. For this reason, the f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt;-K&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; method for predicting sorption is generally appropriate&amp;lt;ref&amp;gt;Higgins, C.P., and Luthy, R.G., 2006. Sorption of perfluorinated surfactants on sediments. Environmental Science &amp;amp; Technology, 40(23), 7251-7256. [http://dx.doi.org/10.1021/es061000n doi: 10.1021/es061000n]&amp;lt;/ref&amp;gt;, though this has not been confirmed for all PFASs. Interactions with mineral phases, particularly ferric oxide materials, may be important in low f f&amp;lt;sub&amp;gt;oc&amp;lt;/sub&amp;gt; materials&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;&amp;gt;Ferrey, M.L., Wilson, J.T., Adair, C., Su, C., Fine, D.D., Liu, X. and Washington, J.W., 2012. Behavior and fate of PFOA and PFOS in sandy aquifer sediment. Groundwater Monitoring &amp;amp; Remediation, 32(4), 63-71. [http://dx.doi.org/10.1111/j.1745-6592.2012.01395.x  doi: 10.1111/j.1745-6592.2012.01395.x]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Johnson, R.L., Anschutz, A.J., Smolen, J.M., Simcik, M.F. and Penn, R.L., 2007. The adsorption of perfluorooctane sulfonate onto sand, clay, and iron oxide surfaces. Journal of Chemical &amp;amp; Engineering Data, 52(4), 1165-1170. [http://dx.doi.org/10.1021/je060285g doi: 10.1021/je060285g]&amp;lt;/ref&amp;gt;. At present, empirical site-specific sorption estimates are recommended to accurately predict PFAS mobility&amp;lt;ref name= &amp;quot;Ferrey2012&amp;quot;/&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Biotransformation&amp;#039;&amp;#039;&amp;#039;: PFOS, PFOA, and analogous compounds of varying chain lengths are persistent in the environment and do not readily biodegrade. Polyfluorinated forms partially degrade in the environment&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;&amp;gt;Tseng, N., Wang, N., Szostek, B. and Mahendra, S., 2014. Biotransformation of 6: 2 fluorotelomer alcohol (6: 2 FTOH) by a wood-rotting fungus. Environmental Science &amp;amp; Technology, 48(7), 4012-4020. [http://dx.doi.org/10.1021/es4057483 doi:10.1021/es4057483]&amp;lt;/ref&amp;gt;&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Houtz, E.F., Yi, S., Field, J.A., Sedlak, D.L. and Alvarez-Cohen, L., 2015. Aerobic biotransformation of fluorotelomer thioether amido sulfonate (Lodyne) in AFFF-amended microcosms. Environmental Science &amp;amp; Technology, 49(13), pp.7666-7674. [http://dx.doi.org/10.1021/acs.est.5b01219  doi: 10.1021/acs.est.5b01219]&amp;lt;/ref&amp;gt;, particularly if conditions (e.g., dissolved oxygen concentrations, pH) have been altered to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;&amp;gt;McGuire, M.E., Schaefer, C., Richards, T., Backe, W.J., Field, J.A., Houtz, E., Sedlak, D.L., Guelfo, J.L., Wunsch, A. and Higgins, C.P., 2014. Evidence of remediation-induced alteration of subsurface poly-and perfluoroalkyl substance distribution at a former firefighter training area. Environmental Science &amp;amp; Technology, 48(12), 6644-6652. [http://dx.doi.org/10.1021/es5006187 doi: 10.1021/es5006187]&amp;lt;/ref&amp;gt;. However, degradation products are often more recalcitrant – degradable polyfluorinated forms are precursors for PFOA, PFOS and their homologs. In contrast, fungal degradation has been shown to result in lower production of perfluorocarboxylic acids&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Other effects of microbes&amp;#039;&amp;#039;&amp;#039;: Some microbes, in the presence of PFOA, aggregate and produce extracellular polymeric substances&amp;lt;ref&amp;gt;Weathers, T.S., Higgins, C.P. and Sharp, J.O., 2015. Enhanced biofilm production by a toluene-degrading rhodococcus observed after exposure to perfluoroalkyl acids. Environmental Science &amp;amp; Technology, 49(9), 5458-5466. [http://dx.doi.org/10.1021/es5060034 doi: 10.1021/es5060034]&amp;lt;/ref&amp;gt;. Microbes also facilitate PFAS leaching under methanogenic conditions common at municipal solid waste landfills&amp;lt;ref&amp;gt;Allred, B.M., Lang, J.R., Barlaz, M.A. and Field, J.A., 2015. Physical and biological release of poly-and perfluoroalkyl substances (PFASs) from municipal solid waste in anaerobic model landfill reactors. Environmental Science &amp;amp; Technology, 49(13), 7648-7656. [http://dx.doi.org/10.1021/acs.est.5b01040 doi: 10.1021/acs.est.5b01040]&amp;lt;/ref&amp;gt;. Depending on the conditions, microbial activity may therefore enhance the mobility of compounds like PFOS and PFOA or hypothetically have the opposite effect by increasing sorption. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Effect of co-contaminants and co-contaminant remediation strategies&amp;#039;&amp;#039;&amp;#039;: Interactions between PFASs and non-aqueous phase liquids can retard PFAS migration&amp;lt;ref&amp;gt;Guelfo, J. 2013. Subsurface fate and transport of poly- and perfluoroalkyl substances. Doctor of Philosophy Thesis, Colorado School of Mines. [[Media:Guelfo-2013-Subsuface_fate_and_transport_of_Poly-and_perfluoroalkyl_substances.pdf|Thesis]]&amp;lt;/ref&amp;gt;. TCE dechlorination can be inhibited by PFASs&amp;lt;ref&amp;gt;Weathers, T.S., Harding-Marjanovic, K., Higgins, C.P., Alvarez-Cohen, L. and Sharp, J.O., 2015. Perfluoroalkyl acids inhibit reductive dechlorination of trichloroethene by repressing dehalococcoides. Environmental Science &amp;amp; Technology, 50(1), 240-248. [http://dx.doi.org/10.1021/acs.est.5b04854 doi: 10.1021/acs.est.5b04854]&amp;lt;/ref&amp;gt; and that inhibition depends both on PFAS structure and&amp;lt;ref&amp;gt;Harding-Marjanovic, K.C., Yi, S., Weathers, T.S., Sharp, J.O., Sedlak, D.L. and Alvarez-Cohen, L., 2016. Effects of Aqueous Film-Forming Foams (AFFFs) on Trichloroethene (TCE) Dechlorination by a Dehalococcoides mccartyi-Containing Microbial Community. Environmental Science &amp;amp; Technology, 50(7), 3352-3361. [http://dx.doi.org/10.1021/acs.est.5b04773 doi: 10.1021/acs.est.5b04773]&amp;lt;/ref&amp;gt;. PFAS precursors degraded to form PFOA and other PFAS at a former fire-fighting training area at Ellsworth Air Force Base, where several remediation methods, including soil vapor extraction, groundwater pump and treat, bioventing, and oxygen infusion were used to treat co-contaminants&amp;lt;ref name= &amp;quot;McGuire2014&amp;quot;/&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
==Soil and Groundwater Remediation==&lt;br /&gt;
Due to the chemical and thermal stability of PFASs and the complexity of PFAS mixtures, soil and groundwater remediation is challenging and costly. Research is still ongoing to develop effective remedial strategies. &lt;br /&gt;
&lt;br /&gt;
For soil, it is common to evaluate several management options: 1) treatment and/or direct on-site reuse, 2) temporary on-site storage, and 3) off-site disposal to a soil processing or treatment facility, licensed landfill, or incinerator. Soil treatment products are commercially available to stabilize PFASs and decrease leaching. Criteria for stabilizing or treating soils prior to landfill disposal are highly site specific. Other technologies that have been considered for removing PFASs from soil include soil washing and incineration. &lt;br /&gt;
&lt;br /&gt;
For groundwater, management options include the following: 1) in situ treatment, 2) ex situ treatment and/or reuse, aquifer reinjection, or discharge to surface water, stormwater, or sewer, 3) temporary on-site storage, and 4) off-site disposal to a hazardous waste treatment and disposal facility. The most common remediation approach is to use pump-and-treat with granular activated carbon followed by off-site incineration of the spent activated carbon. This technology has been used for years at full scale&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;&amp;gt;Appleman, T.D., Higgins, C.P., Quinones, O., Vanderford, B.J., Kolstad, C., Zeigler-Holady, J.C. and Dickenson, E.R., 2014. Treatment of poly-and perfluoroalkyl substances in US full-scale water treatment systems. Water Research, 51, 246-255. [http://dx.doi.org/10.1016/j.watres.2013.10.067  doi: 10.1016/j.watres.2013.10.067 ]&amp;lt;/ref&amp;gt;. However, granular activated carbon has a relatively low capacity for PFASs particularly when shorter-chain compounds are present. Sorption capacity improvement tests have been conducted on various forms of granular and powdered activated carbon, ion exchange, and other sorbent materials and mixtures of clay, powdered activated carbon, and other sorbents&amp;lt;ref&amp;gt;Du, Z., Deng, S., Bei, Y., Huang, Q., Wang, B., Huang, J. and Yu, G., 2014. Adsorption behavior and mechanism of perfluorinated compounds on various adsorbents-A review. Journal of Hazardous Materials, 274, 443-454. [http://dx.doi.org/10.1016/j.jhazmat.2014.04.038 doi:10.1016/j.jhazmat.2014.04.038]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
Other methods for ex situ PFAS removal include high-pressure membrane treatment using nanofiltration or reverse osmosis. Membrane technologies at full-scale municipal water treatment facilities have effectively removed PFASs&amp;lt;ref name= &amp;quot;Appleman2014&amp;quot;/&amp;gt;. For typical environmental remediation applications, however, membrane treatment has a higher cost than activated carbon and effectiveness can be impaired by other groundwater contaminants&amp;lt;ref&amp;gt;Department of the Navy (DON). 2015. Interim perfluorinated compounds (PFCs) guidance/frequently asked questions. [[Media:Dept_of_Navy-_2015-Interim_Perfluorinated_Compounds_Frequently_asked_questions.pdf|FAQs]]&amp;lt;/ref&amp;gt;. Neutral PFASs, such as the perfluoroalkyl sulfonamides, may not be sufficiently removed&amp;lt;ref&amp;gt;Steinle-Darling, E. and Reinhard, M., 2008. Nanofiltration for trace organic contaminant removal: structure, solution, and membrane fouling effects on the rejection of perfluorochemicals. Environmental Science &amp;amp; Technology, 42 (14), 5292–5297. [http://dx.doi.org/10.1021/es703207s doi: 10.1021/es703207s]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
==PFAS Treatment Research==&lt;br /&gt;
PFAS treatment research includes the following topics:&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;PFAS Sequestration&amp;#039;&amp;#039;&amp;#039;: Sorbents are being investigated with the long-term goal of using them in an in situ barrier as a low-cost, long-term treatment solution, combined with a method for periodically regenerating or renewing the emplaced sorbent material and treating waste streams on site using ex-situ chemical oxidation ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ESTCP project 2423]&amp;lt;ref&amp;gt;Crimi, M. 2014. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC), ER-2423. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423 ER-2423]&amp;lt;/ref&amp;gt;). SERDP/ESTCP has also funded research ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US ESTCP project ER-2425]) to test in situ injection of chemical coagulants (e.g., polyaluminum chloride, cationic polymers) to aid with sorption&amp;lt;ref&amp;gt;Simcik, M. (2014). Development of a novel approach for in situ remediation of PFC contaminated groundwater systems, ER-2425. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425 ER-2425]&amp;lt;/ref&amp;gt;.&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Proof-of-Concept for Biological Treatment&amp;#039;&amp;#039;&amp;#039;: Fungi have been used successfully to degrade PFASs under laboratory conditions&amp;lt;ref name= &amp;quot;Tseng2014&amp;quot;/&amp;gt;&amp;lt;ref&amp;gt;Qingguo, J. H., 2013. Remediation of perfluoroalkyl contaminated aquifers using an In-situ two-layer barrier: laboratory batch and column study. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2127 ER-2127]&amp;lt;/ref&amp;gt;, but are more difficult to maintain in situ. New work ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US ESTCP project ER-2422]) is focused on the viability of packaging the PFAS-degrading enzymes from wood-rotting fungi into “vaults” (naturally-occurring particles found in a wide variety of microorganisms) and using bioaugmentation for in situ degradation&amp;lt;ref&amp;gt;Mahendra, S., 2014. Bioaugmentation with vaults: novel in situ remediation strategy for transformation of perfluoroalkyl compounds, SERDP, ER-2422. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422 ER-2422]&amp;lt;/ref&amp;gt;&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;&amp;gt; Merino, N., Qu, Y., Deeb, R.A., Hawley, E.L., Hoffman, M.R and Mahendra, S., 2016. Degradation and removal methods for perfluoroalkyl and polyfluoroalkyl substances (PFASs) in water. Environmental Engineering Science, 33(9), 615-649. [http://dx.doi.org/10.1089/ees.2016.0233 doi:10.1089/ees.2016.0233]&amp;lt;/ref&amp;gt;. &lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;Advanced Oxidation Processes&amp;#039;&amp;#039;&amp;#039;: Advanced oxidation processes for PFAS include electrochemical oxidation, photolysis, and photocatalysis&amp;lt;ref name= &amp;quot;Merino2016&amp;quot;/&amp;gt;. Electrocatalytic and catalytic approaches using Ti/RuO&amp;lt;sub&amp;gt;2&amp;lt;/sub&amp;gt; and other mixed metal oxide anodes have been used to oxidize PFAS in the laboratory under a range of conditions ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US ESTCP project 2424]&amp;lt;ref&amp;gt;Schaefer, C., 2014. Investigating electrocatalytic and catalytic approaches for in situ treatment of perfluoroalkyl contaminants in groundwater, ER-2424. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424 ER-2424]&amp;lt;/ref&amp;gt;).&lt;br /&gt;
&lt;br /&gt;
*&amp;#039;&amp;#039;&amp;#039;In Situ Chemical Reduction&amp;#039;&amp;#039;&amp;#039;: Methods being investigated include the use of zero-valent metals/bimetals (Pd/Fe, Mg, Pd/Mg) with clay interlayers and co-solvent assisted Vitamin B12 defluorination. One ongoing project ([https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US SERDP project ER-2426]) focuses on PFOS, which is recalcitrant to many oxidation processes&amp;lt;ref&amp;gt;Lee, L., 2014. Quantification of in situ chemical reductive defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs, ER-2426. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426 ER-2426]&amp;lt;/ref&amp;gt;. Reductive technologies could be used as a first step in remediating PFOS and other PFASs.  &lt;br /&gt;
&lt;br /&gt;
==Summary==&lt;br /&gt;
PFASs are present in the environment and pose several challenges. Perfluoroalkyl substances are highly stable and can biomagnify in wildlife. Health-based advisory levels are low, i.e., ng/L concentrations in groundwater and drinking water. As awareness of PFAS grows and regulatory criteria evolve, site managers are conducting site investigation, improving analytical techniques, and designing and operating remediation systems. SERDP/ESTCP-funded research aims to demonstrate effective treatment technologies for PFAS and improve technology cost-effectiveness.&lt;br /&gt;
&lt;br /&gt;
==References==&lt;br /&gt;
&lt;br /&gt;
&amp;lt;references/&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==See Also==&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Relevant Ongoing SERDP/ESTCP Projects:&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2423. In situ treatment train for remediation of perfluoroalkyl contaminated groundwater: In situ chemical oxidation of sorbed contaminants (ISCO-SC). SERDP/ESTCP Project ER-2423]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2426/ER-2426/(language)/eng-US. Quantification of In Situ Chemical Reductive Defluorination (ISCRD) of perfluoroalkyl acids in groundwater impacted by AFFFs. SERDP/ESTCP Project ER-2426] &lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2422/ER-2422/(language)/eng-US. Bioaugmentation with vaults: Novel In Situ Remediation Strategy for Transformation of Perfluoroalkyl Compounds. SERDP/ESTCP Project ER-2422]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2424/ER-2424/(language)/eng-US. Investigating Electrocatalytic and Catalytic Approaches for In Situ Treatment of Perfluoroalkyl Contaminants in Groundwater. SERDP/ESTCP project ER-2424]&lt;br /&gt;
*[https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminated-Groundwater/Emerging-Issues/ER-2425/ER-2425/(language)/eng-US. Development of a Novel Approach for In Situ Remediation of Pfc Contaminated Groundwater Systems. SERDP/ESTCP project ER-2425]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=9085</id>
		<title>Regulatory Issues and Site Management</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=9085"/>
		<updated>2018-05-03T17:48:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: remove treecs&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Regulatory Issues &amp;amp; Site Management covers a range of topics including vapor intrusion, remediation performance assessment, alternative remediation end-points, modeling, and mass flux evaluation.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Long-Term Monitoring (LTM)]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) - Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) - Data Variability]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/2/2a/EPA_Vapor_Intrusiton_Mitigation_Approaches_2008.pdf Indoor Air Vapor Intrusion Mitigation Approaches]&lt;br /&gt;
*[http://www.itrcweb.org/DNAPL-ISC_tools-selection/ Integrated DNAPL Site Characterization and Tool Selection]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/55/2011_EPA_Vapor_Intrusion.pdf Petroleum Hydrocarbons and Chlorinated Hydrocarbons Differ In Their Potential for Vapor Intrusion]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=9087</id>
		<title>Remediation Technologies</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=9087"/>
		<updated>2018-05-03T17:48:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: make NSZD a subheading&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Remediation technologies include both traditional remediation approaches and emerging technologies. Common technologies employ a range of abiotic chemical treatments, biologically based remediation, and thermal approaches.  Also included in this category are technologies for extracting contaminants from the subsurface and delivering treatment amendments. &lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Bioremediation - Anaerobic]]&lt;br /&gt;
**[[Bioremediation - Anaerobic Design Considerations]]&lt;br /&gt;
**[[Bioremediation -  Anaerobic Secondary Water Quality Impacts]]&lt;br /&gt;
*[[Biodegradation - Cometabolic]]&lt;br /&gt;
*[[Chemical Oxidation (In Situ - ISCO)|In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[Chemical Oxidation Design Considerations(In Situ - ISCO)]]&lt;br /&gt;
**[[Chemical Oxidation Oxidant Selection (In Situ - ISCO)]]&lt;br /&gt;
*[[Chemical Reduction (In Situ - ISCR)|In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
*[[Thermal Remediation]]&lt;br /&gt;
**[[Thermal Remediation - Combined Remedies]]&lt;br /&gt;
**[[Thermal Remediation - Electrical Resistance Heating]]&lt;br /&gt;
**[[Thermal Remediation - Desorption]]&lt;br /&gt;
**[[Thermal Remediation - Smoldering]]&lt;br /&gt;
**[[Thermal Remediation - Steam]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Injection Techniques for Liquid Amendments]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA)]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Fuels| MNA of Petroleum Hydrocarbons and Fuel Components]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Metal and Metalloids | MNA of Metals and Metalloid]]&lt;br /&gt;
**[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
*[[Perchlorate]]&lt;br /&gt;
*[[Metal and Metalloids - Remediation]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Injection Techniques - Viscosity Modification]]&lt;br /&gt;
*[[Zerovalent Iron (ZVI) (Chemical Reduction - ISCR)]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/8/86/AFCEE_Biov_1996.pdf Bioventing Performance and Cost Results from Multiple Air Force Test Sites]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/ba/EPA_Bioventing_Principles_and_Practice.pdf Bioventing Principles and Practice EPA]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/0/00/AFCEE_BioSlurper_Initiative_1997.pdf Engineering Evaluation and Cost Analysis for Bioslurper Initiative]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/epa-nanotechnology-white-paper-final-february-2007.pdf EPA Nanotechnology White Paper]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/Vacuum_Mediated_LNAPL_Recovery_bioremediation.pdf Technology Profile: Vacuum-Mediated LNAPL Free Product Recovery/Bioremediation (Bioslurper)]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/b6/2006_EPA_542-R-06-009.pdf Treatment Technologies for 1,4-Dioxane: Fundamentals and Field Applications]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=9115</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=9115"/>
		<updated>2018-05-03T17:48:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation - Reductive Processes]]&lt;br /&gt;
*[[Biodegradation - Cometabolic | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Biodegradation - Hydrocarbons]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Chemical Reduction (In Situ - ISCR)]]&lt;br /&gt;
*[[Metals and Metalloids - Mobility in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=6357</id>
		<title>Regulatory Issues and Site Management</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=6357"/>
		<updated>2018-04-27T21:00:45Z</updated>

		<summary type="html">&lt;p&gt;Rborden: remove treecs&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Regulatory Issues &amp;amp; Site Management covers a range of topics including vapor intrusion, remediation performance assessment, alternative remediation end-points, modeling, and mass flux evaluation.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Long-Term Monitoring (LTM) Overview]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Variability]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/2/2a/EPA_Vapor_Intrusiton_Mitigation_Approaches_2008.pdf Indoor Air Vapor Intrusion Mitigation Approaches]&lt;br /&gt;
*[http://www.itrcweb.org/DNAPL-ISC_tools-selection/ Integrated DNAPL Site Characterization and Tool Selection]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/55/2011_EPA_Vapor_Intrusion.pdf Petroleum Hydrocarbons and Chlorinated Hydrocarbons Differ In Their Potential for Vapor Intrusion]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=6359</id>
		<title>Remediation Technologies</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=6359"/>
		<updated>2018-04-27T21:00:45Z</updated>

		<summary type="html">&lt;p&gt;Rborden: make NSZD a subheading&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Remediation technologies include both traditional remediation approaches and emerging technologies. Common technologies employ a range of abiotic chemical treatments, biologically based remediation, and thermal approaches.  Also included in this category are technologies for extracting contaminants from the subsurface and delivering treatment amendments. &lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[In Situ Anaerobic Bioremediation]]&lt;br /&gt;
**[[In Situ Anaerobic Bioremediation Design Considerations]]&lt;br /&gt;
**[[Secondary Water Quality Impacts of Anaerobic Bioremediation]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants]]&lt;br /&gt;
*[[In Situ Chemical Oxidation - ISCO|In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[ISCO Design Considerations]]&lt;br /&gt;
**[[Oxidant Selection for ISCO]]&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR|In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
*[[In Situ Thermal Remediation]]&lt;br /&gt;
**[[Combined Remedy with a Thermal Component]]&lt;br /&gt;
**[[Electrical Resistance Heating (ERH)]]&lt;br /&gt;
**[[In Situ Thermal Desorption (ISTD)]]&lt;br /&gt;
**[[Smoldering Remediation]]&lt;br /&gt;
**[[Steam Enhanced Extraction (SEE)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Injection and Distribution of Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA)]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Petroleum Hydrocarbons and Fuel Components| MNA of Petroleum Hydrocarbons and Fuel Components]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Metal and Metalloid Contaminants | MNA of Metals and Metalloid]]&lt;br /&gt;
**[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
*[[Perchlorate, Issues and Treatment Options]]&lt;br /&gt;
*[[Remediation of Metal and Metalloids in Soils and Groundwater]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Viscosity Modification]]&lt;br /&gt;
*[[Zerovalent Iron (ZVI)]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/8/86/AFCEE_Biov_1996.pdf Bioventing Performance and Cost Results from Multiple Air Force Test Sites]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/ba/EPA_Bioventing_Principles_and_Practice.pdf Bioventing Principles and Practice EPA]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/0/00/AFCEE_BioSlurper_Initiative_1997.pdf Engineering Evaluation and Cost Analysis for Bioslurper Initiative]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/epa-nanotechnology-white-paper-final-february-2007.pdf EPA Nanotechnology White Paper]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/Vacuum_Mediated_LNAPL_Recovery_bioremediation.pdf Technology Profile: Vacuum-Mediated LNAPL Free Product Recovery/Bioremediation (Bioslurper)]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/b6/2006_EPA_542-R-06-009.pdf Treatment Technologies for 1,4-Dioxane: Fundamentals and Field Applications]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6397</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6397"/>
		<updated>2018-04-27T21:00:45Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biological Reductive Processes]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Biodegradation (Hydrocarbons)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=7328</id>
		<title>Regulatory Issues and Site Management</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=7328"/>
		<updated>2018-04-27T16:30:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: remove treecs&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Regulatory Issues &amp;amp; Site Management covers a range of topics including vapor intrusion, remediation performance assessment, alternative remediation end-points, modeling, and mass flux evaluation.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Long-Term Monitoring (LTM) Overview]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Variability]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/2/2a/EPA_Vapor_Intrusiton_Mitigation_Approaches_2008.pdf Indoor Air Vapor Intrusion Mitigation Approaches]&lt;br /&gt;
*[http://www.itrcweb.org/DNAPL-ISC_tools-selection/ Integrated DNAPL Site Characterization and Tool Selection]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/55/2011_EPA_Vapor_Intrusion.pdf Petroleum Hydrocarbons and Chlorinated Hydrocarbons Differ In Their Potential for Vapor Intrusion]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=7330</id>
		<title>Remediation Technologies</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=7330"/>
		<updated>2018-04-27T16:30:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: make NSZD a subheading&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Remediation technologies include both traditional remediation approaches and emerging technologies. Common technologies employ a range of abiotic chemical treatments, biologically based remediation, and thermal approaches.  Also included in this category are technologies for extracting contaminants from the subsurface and delivering treatment amendments. &lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[In Situ Anaerobic Bioremediation]]&lt;br /&gt;
**[[In Situ Anaerobic Bioremediation Design Considerations]]&lt;br /&gt;
**[[Secondary Water Quality Impacts of Anaerobic Bioremediation]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants]]&lt;br /&gt;
*[[In Situ Chemical Oxidation - ISCO|In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[ISCO Design Considerations]]&lt;br /&gt;
**[[Oxidant Selection for ISCO]]&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR|In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
*[[In Situ Thermal Remediation]]&lt;br /&gt;
**[[Combined Remedy with a Thermal Component]]&lt;br /&gt;
**[[Electrical Resistance Heating (ERH)]]&lt;br /&gt;
**[[In Situ Thermal Desorption (ISTD)]]&lt;br /&gt;
**[[Smoldering Remediation]]&lt;br /&gt;
**[[Steam Enhanced Extraction (SEE)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Injection and Distribution of Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA)]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Petroleum Hydrocarbons and Fuel Components| MNA of Petroleum Hydrocarbons and Fuel Components]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Metal and Metalloid Contaminants | MNA of Metals and Metalloid]]&lt;br /&gt;
**[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
*[[Perchlorate, Issues and Treatment Options]]&lt;br /&gt;
*[[Remediation of Metal and Metalloids in Soils and Groundwater]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Viscosity Modification]]&lt;br /&gt;
*[[Zerovalent Iron (ZVI)]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/8/86/AFCEE_Biov_1996.pdf Bioventing Performance and Cost Results from Multiple Air Force Test Sites]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/ba/EPA_Bioventing_Principles_and_Practice.pdf Bioventing Principles and Practice EPA]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/0/00/AFCEE_BioSlurper_Initiative_1997.pdf Engineering Evaluation and Cost Analysis for Bioslurper Initiative]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/epa-nanotechnology-white-paper-final-february-2007.pdf EPA Nanotechnology White Paper]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/Vacuum_Mediated_LNAPL_Recovery_bioremediation.pdf Technology Profile: Vacuum-Mediated LNAPL Free Product Recovery/Bioremediation (Bioslurper)]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/b6/2006_EPA_542-R-06-009.pdf Treatment Technologies for 1,4-Dioxane: Fundamentals and Field Applications]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=7368</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=7368"/>
		<updated>2018-04-27T16:30:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation (Reductive Processes)]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Biodegradation (Hydrocarbons)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=7048</id>
		<title>Regulatory Issues and Site Management</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=7048"/>
		<updated>2018-04-27T16:00:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: remove treecs&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Regulatory Issues &amp;amp; Site Management covers a range of topics including vapor intrusion, remediation performance assessment, alternative remediation end-points, modeling, and mass flux evaluation.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Long-Term Monitoring (LTM) Overview]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Variability]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/2/2a/EPA_Vapor_Intrusiton_Mitigation_Approaches_2008.pdf Indoor Air Vapor Intrusion Mitigation Approaches]&lt;br /&gt;
*[http://www.itrcweb.org/DNAPL-ISC_tools-selection/ Integrated DNAPL Site Characterization and Tool Selection]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/55/2011_EPA_Vapor_Intrusion.pdf Petroleum Hydrocarbons and Chlorinated Hydrocarbons Differ In Their Potential for Vapor Intrusion]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=7050</id>
		<title>Remediation Technologies</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=7050"/>
		<updated>2018-04-27T16:00:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: make NSZD a subheading&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Remediation technologies include both traditional remediation approaches and emerging technologies. Common technologies employ a range of abiotic chemical treatments, biologically based remediation, and thermal approaches.  Also included in this category are technologies for extracting contaminants from the subsurface and delivering treatment amendments. &lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[In Situ Anaerobic Bioremediation]]&lt;br /&gt;
**[[In Situ Anaerobic Bioremediation Design Considerations]]&lt;br /&gt;
**[[Secondary Water Quality Impacts of Anaerobic Bioremediation]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants]]&lt;br /&gt;
*[[In Situ Chemical Oxidation - ISCO|In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[ISCO Design Considerations]]&lt;br /&gt;
**[[Oxidant Selection for ISCO]]&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR|In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
*[[In Situ Thermal Remediation]]&lt;br /&gt;
**[[Combined Remedy with a Thermal Component]]&lt;br /&gt;
**[[Electrical Resistance Heating (ERH)]]&lt;br /&gt;
**[[In Situ Thermal Desorption (ISTD)]]&lt;br /&gt;
**[[Smoldering Remediation]]&lt;br /&gt;
**[[Steam Enhanced Extraction (SEE)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Injection and Distribution of Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA)]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Petroleum Hydrocarbons and Fuel Components| MNA of Petroleum Hydrocarbons and Fuel Components]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Metal and Metalloid Contaminants | MNA of Metals and Metalloid]]&lt;br /&gt;
**[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
*[[Perchlorate, Issues and Treatment Options]]&lt;br /&gt;
*[[Remediation of Metal and Metalloids in Soils and Groundwater]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Viscosity Modification]]&lt;br /&gt;
*[[Zerovalent Iron (ZVI)]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/8/86/AFCEE_Biov_1996.pdf Bioventing Performance and Cost Results from Multiple Air Force Test Sites]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/ba/EPA_Bioventing_Principles_and_Practice.pdf Bioventing Principles and Practice EPA]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/0/00/AFCEE_BioSlurper_Initiative_1997.pdf Engineering Evaluation and Cost Analysis for Bioslurper Initiative]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/epa-nanotechnology-white-paper-final-february-2007.pdf EPA Nanotechnology White Paper]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/Vacuum_Mediated_LNAPL_Recovery_bioremediation.pdf Technology Profile: Vacuum-Mediated LNAPL Free Product Recovery/Bioremediation (Bioslurper)]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/b6/2006_EPA_542-R-06-009.pdf Treatment Technologies for 1,4-Dioxane: Fundamentals and Field Applications]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=7088</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=7088"/>
		<updated>2018-04-27T16:00:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation (Reductive Processes)]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Biodegradation (Hydrocarbons)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=6637</id>
		<title>Regulatory Issues and Site Management</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=6637"/>
		<updated>2018-04-27T12:12:12Z</updated>

		<summary type="html">&lt;p&gt;Rborden: remove treecs&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Regulatory Issues &amp;amp; Site Management covers a range of topics including vapor intrusion, remediation performance assessment, alternative remediation end-points, modeling, and mass flux evaluation.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Long-Term Monitoring (LTM) Overview]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Variability]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/2/2a/EPA_Vapor_Intrusiton_Mitigation_Approaches_2008.pdf Indoor Air Vapor Intrusion Mitigation Approaches]&lt;br /&gt;
*[http://www.itrcweb.org/DNAPL-ISC_tools-selection/ Integrated DNAPL Site Characterization and Tool Selection]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/55/2011_EPA_Vapor_Intrusion.pdf Petroleum Hydrocarbons and Chlorinated Hydrocarbons Differ In Their Potential for Vapor Intrusion]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=6639</id>
		<title>Remediation Technologies</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=6639"/>
		<updated>2018-04-27T12:12:12Z</updated>

		<summary type="html">&lt;p&gt;Rborden: make NSZD a subheading&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Remediation technologies include both traditional remediation approaches and emerging technologies. Common technologies employ a range of abiotic chemical treatments, biologically based remediation, and thermal approaches.  Also included in this category are technologies for extracting contaminants from the subsurface and delivering treatment amendments. &lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[In Situ Anaerobic Bioremediation]]&lt;br /&gt;
**[[In Situ Anaerobic Bioremediation Design Considerations]]&lt;br /&gt;
**[[Secondary Water Quality Impacts of Anaerobic Bioremediation]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants]]&lt;br /&gt;
*[[In Situ Chemical Oxidation - ISCO|In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[ISCO Design Considerations]]&lt;br /&gt;
**[[Oxidant Selection for ISCO]]&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR|In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
*[[In Situ Thermal Remediation]]&lt;br /&gt;
**[[Combined Remedy with a Thermal Component]]&lt;br /&gt;
**[[Electrical Resistance Heating (ERH)]]&lt;br /&gt;
**[[In Situ Thermal Desorption (ISTD)]]&lt;br /&gt;
**[[Smoldering Remediation]]&lt;br /&gt;
**[[Steam Enhanced Extraction (SEE)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Injection and Distribution of Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA)]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Petroleum Hydrocarbons and Fuel Components| MNA of Petroleum Hydrocarbons and Fuel Components]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Metal and Metalloid Contaminants | MNA of Metals and Metalloid]]&lt;br /&gt;
**[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
*[[Perchlorate, Issues and Treatment Options]]&lt;br /&gt;
*[[Remediation of Metal and Metalloids in Soils and Groundwater]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Viscosity Modification]]&lt;br /&gt;
*[[Zerovalent Iron (ZVI)]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/8/86/AFCEE_Biov_1996.pdf Bioventing Performance and Cost Results from Multiple Air Force Test Sites]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/ba/EPA_Bioventing_Principles_and_Practice.pdf Bioventing Principles and Practice EPA]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/0/00/AFCEE_BioSlurper_Initiative_1997.pdf Engineering Evaluation and Cost Analysis for Bioslurper Initiative]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/epa-nanotechnology-white-paper-final-february-2007.pdf EPA Nanotechnology White Paper]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/Vacuum_Mediated_LNAPL_Recovery_bioremediation.pdf Technology Profile: Vacuum-Mediated LNAPL Free Product Recovery/Bioremediation (Bioslurper)]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/b6/2006_EPA_542-R-06-009.pdf Treatment Technologies for 1,4-Dioxane: Fundamentals and Field Applications]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6677</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6677"/>
		<updated>2018-04-27T12:12:12Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation (Reductive Processes)]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Biodegradation (Hydrocarbons)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6731</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6731"/>
		<updated>2018-04-27T12:12:12Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation (Reductive Processes)]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Biodegradation (Hydrocarbons)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6775</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6775"/>
		<updated>2018-04-27T12:12:12Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation (Reductive Processes)]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Biodegradation (Hydrocarbons)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6817</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=6817"/>
		<updated>2018-04-27T12:12:12Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biodegradation (Reductive Processes)]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Biodegradation (Hydrocarbons)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=5188</id>
		<title>Regulatory Issues and Site Management</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=5188"/>
		<updated>2018-04-25T20:00:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: remove treecs&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Regulatory Issues &amp;amp; Site Management covers a range of topics including vapor intrusion, remediation performance assessment, alternative remediation end-points, modeling, and mass flux evaluation.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Long-Term Monitoring (LTM) Overview]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Variability]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/2/2a/EPA_Vapor_Intrusiton_Mitigation_Approaches_2008.pdf Indoor Air Vapor Intrusion Mitigation Approaches]&lt;br /&gt;
*[http://www.itrcweb.org/DNAPL-ISC_tools-selection/ Integrated DNAPL Site Characterization and Tool Selection]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/55/2011_EPA_Vapor_Intrusion.pdf Petroleum Hydrocarbons and Chlorinated Hydrocarbons Differ In Their Potential for Vapor Intrusion]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=5190</id>
		<title>Remediation Technologies</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=5190"/>
		<updated>2018-04-25T20:00:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: make NSZD a subheading&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Remediation technologies include both traditional remediation approaches and emerging technologies. Common technologies employ a range of abiotic chemical treatments, biologically based remediation, and thermal approaches.  Also included in this category are technologies for extracting contaminants from the subsurface and delivering treatment amendments. &lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[In-Situ Anaerobic Bioremediation]]&lt;br /&gt;
**[[In-Situ Anaerobic Bioremediation Design Considerations]]&lt;br /&gt;
**[[Secondary Water Quality Impacts of Anaerobic Bioremediation]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants]]&lt;br /&gt;
*[[In-Situ Chemical Oxidation - ISCO|In-Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[ISCO Design Considerations]]&lt;br /&gt;
**[[Oxidant Selection for ISCO]]&lt;br /&gt;
*[[In-Situ Chemical Reduction - ISCR|In-Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
*[[In-Situ Thermal Remediation]]&lt;br /&gt;
**[[Combined Remedy with a Thermal Component]]&lt;br /&gt;
**[[Electrical Resistance Heating (ERH)]]&lt;br /&gt;
**[[In-Situ Thermal Desorption (ISTD)]]&lt;br /&gt;
**[[Smoldering Remediation]]&lt;br /&gt;
**[[Steam Enhanced Extraction (SEE)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Injection and Distribution of Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA)]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Petroleum Hydrocarbons and Fuel Components| MNA of Petroleum Hydrocarbons and Fuel Components]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Metal and Metalloid Contaminants | MNA of Metals and Metalloid]]&lt;br /&gt;
**[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
*[[Perchlorate, Issues and Treatment Options]]&lt;br /&gt;
*[[Remediation of Metal and Metalloids in Soils and Groundwater]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Viscosity Modification]]&lt;br /&gt;
*[[Zerovalent Iron (ZVI)]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/8/86/AFCEE_Biov_1996.pdf Bioventing Performance and Cost Results from Multiple Air Force Test Sites]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/ba/EPA_Bioventing_Principles_and_Practice.pdf Bioventing Principles and Practice EPA]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/0/00/AFCEE_BioSlurper_Initiative_1997.pdf Engineering Evaluation and Cost Analysis for Bioslurper Initiative]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/epa-nanotechnology-white-paper-final-february-2007.pdf EPA Nanotechnology White Paper]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/Vacuum_Mediated_LNAPL_Recovery_bioremediation.pdf Technology Profile: Vacuum-Mediated LNAPL Free Product Recovery/Bioremediation (Bioslurper)]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/b6/2006_EPA_542-R-06-009.pdf Treatment Technologies for 1,4-Dioxane: Fundamentals and Field Applications]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=5228</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=5228"/>
		<updated>2018-04-25T20:00:00Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biological Reductive Processes]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Hydrocarbon Biodegradation]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In-Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=4724</id>
		<title>Regulatory Issues and Site Management</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Regulatory_Issues_and_Site_Management&amp;diff=4724"/>
		<updated>2017-02-11T22:34:24Z</updated>

		<summary type="html">&lt;p&gt;Rborden: remove treecs&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Regulatory Issues &amp;amp; Site Management covers a range of topics including vapor intrusion, remediation performance assessment, alternative remediation end-points, modeling, and mass flux evaluation.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Long-Term Monitoring (LTM) Overview]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Variability]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/2/2a/EPA_Vapor_Intrusiton_Mitigation_Approaches_2008.pdf Indoor Air Vapor Intrusion Mitigation Approaches]&lt;br /&gt;
*[http://www.itrcweb.org/DNAPL-ISC_tools-selection/ Integrated DNAPL Site Characterization and Tool Selection]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/55/2011_EPA_Vapor_Intrusion.pdf Petroleum Hydrocarbons and Chlorinated Hydrocarbons Differ In Their Potential for Vapor Intrusion]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=4715</id>
		<title>Remediation Technologies</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Remediation_Technologies&amp;diff=4715"/>
		<updated>2017-02-11T21:41:06Z</updated>

		<summary type="html">&lt;p&gt;Rborden: make NSZD a subheading&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Remediation technologies include both traditional remediation approaches and emerging technologies. Common technologies employ a range of abiotic chemical treatments, biologically based remediation, and thermal approaches.  Also included in this category are technologies for extracting contaminants from the subsurface and delivering treatment amendments. &lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[In Situ Anaerobic Bioremediation]]&lt;br /&gt;
**[[In Situ Anaerobic Bioremediation Design Considerations]]&lt;br /&gt;
**[[Secondary Water Quality Impacts of Anaerobic Bioremediation]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants]]&lt;br /&gt;
*[[In Situ Chemical Oxidation - ISCO|In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[ISCO Design Considerations]]&lt;br /&gt;
**[[Oxidant Selection for ISCO]]&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR|In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
*[[In Situ Thermal Remediation]]&lt;br /&gt;
**[[Combined Remedy with a Thermal Component]]&lt;br /&gt;
**[[Electrical Resistance Heating (ERH)]]&lt;br /&gt;
**[[In Situ Thermal Desorption (ISTD)]]&lt;br /&gt;
**[[Smoldering Remediation]]&lt;br /&gt;
**[[Steam Enhanced Extraction (SEE)]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Injection and Distribution of Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA)]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Petroleum Hydrocarbons and Fuel Components| MNA of Petroleum Hydrocarbons and Fuel Components]]&lt;br /&gt;
**[[Monitored Natural Attenuation (MNA) of Metal and Metalloid Contaminants | MNA of Metals and Metalloid]]&lt;br /&gt;
**[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
*[[Perchlorate, Issues and Treatment Options]]&lt;br /&gt;
*[[Remediation of Metal and Metalloids in Soils and Groundwater]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Viscosity Modification]]&lt;br /&gt;
*[[Zerovalent Iron (ZVI)]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/8/86/AFCEE_Biov_1996.pdf Bioventing Performance and Cost Results from Multiple Air Force Test Sites]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/ba/EPA_Bioventing_Principles_and_Practice.pdf Bioventing Principles and Practice EPA]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/0/00/AFCEE_BioSlurper_Initiative_1997.pdf Engineering Evaluation and Cost Analysis for Bioslurper Initiative]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/epa-nanotechnology-white-paper-final-february-2007.pdf EPA Nanotechnology White Paper]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/d/dc/Vacuum_Mediated_LNAPL_Recovery_bioremediation.pdf Technology Profile: Vacuum-Mediated LNAPL Free Product Recovery/Bioremediation (Bioslurper)]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/b6/2006_EPA_542-R-06-009.pdf Treatment Technologies for 1,4-Dioxane: Fundamentals and Field Applications]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Main_Page&amp;diff=4713</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Main_Page&amp;diff=4713"/>
		<updated>2017-02-11T21:37:17Z</updated>

		<summary type="html">&lt;p&gt;Rborden: move TREECS to energetics&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&amp;lt;center&amp;gt;&amp;lt;span style=&amp;quot;font-size:200%&amp;quot;&amp;gt; Welcome to the &amp;lt;span style=&amp;quot;color:#008566&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;ER&amp;#039;&amp;#039;&amp;#039;&amp;lt;/span&amp;gt; &amp;lt;span style=&amp;quot;color:#762a87&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Wiki&amp;#039;&amp;#039;&amp;#039;&amp;lt;/span&amp;gt;&amp;lt;/span&amp;gt;&amp;lt;/center&amp;gt;&lt;br /&gt;
&amp;lt;center&amp;gt;&amp;lt;span style=&amp;quot;font-size:150%&amp;quot;&amp;gt;&amp;#039;&amp;#039;Your environmental information gateway&amp;#039;&amp;#039;&amp;lt;/span&amp;gt;&amp;lt;/center&amp;gt;&lt;br /&gt;
&amp;lt;span style=&amp;quot;font-size:100%&amp;quot;&amp;gt;&amp;lt;/span&amp;gt;&lt;br /&gt;
{|&lt;br /&gt;
| style=&amp;quot;color:#000;&amp;quot; | &amp;lt;div id=&amp;quot;mp-tfa&amp;quot; style=&amp;quot;padding:2px 5px; text-align:left;&amp;quot;&amp;gt;[[File:SERDP ESTCP logo.png|link=https://www.serdp-estcp.org |frameless|left|150px]] The ER Wiki aims to be the &amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039;go-to website&amp;#039;&amp;#039;&amp;#039;&amp;#039;&amp;#039; for environmental information. US environmental programs (e.g. the &amp;#039;&amp;#039;Strategic Environmental Research and Development Program&amp;#039;&amp;#039; ([https://www.serdp-estcp.org/ SERDP]) and &amp;#039;&amp;#039;Environmental Security Technology Certification Program&amp;#039;&amp;#039; ([https://www.serdp-estcp.org/ ESTCP]) fund cutting-edge environmental projects. Here, articles are written by invited experts (see [[:Category:Contributors|Contributors]]), edited by leaders in this field (see [[:Category:Contributors|Editors]]), and aim to introduce and summarize current knowledge to environmental project professionals on topics using cross-linked references to reports and technical literature.&amp;lt;/div&amp;gt;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
{| id=&amp;quot;mp-upper&amp;quot; style=&amp;quot;width: 100%; margin:4px 0 0 0; &amp;quot;&lt;br /&gt;
| class=&amp;quot;MainPageBG&amp;quot; style=&amp;quot;width:50%; background:#f5faff; vertical-align:top; color:#000;&amp;quot; |&lt;br /&gt;
{| id=&amp;quot;mp-left&amp;quot; style=&amp;quot;width:100%; vertical-align:top; background:#f9f9f9;&amp;quot;&lt;br /&gt;
| style=&amp;quot;padding:2px;&amp;quot; | &amp;lt;h2 id=&amp;quot;mp-tfa-h2&amp;quot; style=&amp;quot;margin:3px; background:#cef2e0; font-family:inherit; font-size:120%; font-weight:bold; border:1px solid #a3bfb1; text-align:center; color:#000; padding:0.2em 0.4em;&amp;quot;&amp;gt;Table of Contents &amp;lt;span style=&amp;quot;font-size:85%; font-weight:bold;&amp;quot;&amp;gt;&amp;lt;/span&amp;gt;&amp;lt;/h2&amp;gt;&lt;br /&gt;
&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Transport &amp;amp; Attenuation Processes | Attenuation &amp;amp; Transport Processes]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biological Reductive Processes]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants|Cometabolism]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Hydrocarbon Biodegradation]] &lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Mobility of Metals and Metalloids]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Characterization, Assessment &amp;amp; Monitoring]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Compound Specific Isotope Analysis (CSIA) For Environmental Investigation and Remediation|Compound Specific Isotope Analysis (CSIA)]]&lt;br /&gt;
*[[Direct Push (DP) Technology]]&lt;br /&gt;
**[[Direct Push Logging | DP Logging]]&lt;br /&gt;
**[[Direct Push Sampling | DP Sampling]]&lt;br /&gt;
*[[Geophysical Methods - Introduction | Geophysical Methods]]&lt;br /&gt;
**[[Geophysical Methods - Case Studies | Case Studies]]&lt;br /&gt;
*[[Long-Term Monitoring (LTM) Overview|Long-Term Monitoring (LTM)]] &lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Analysis | LTM Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Variability | LTM Data Variability]]&lt;br /&gt;
*[[Molecular Biological Tools - MBTs | Molecular Biological Tools (MBTs)]]&lt;br /&gt;
**[[Metagenomics]]&lt;br /&gt;
**[[Quantitative Polymerase Chain Reaction (qPCR)]]&lt;br /&gt;
**[[Stable Isotope Probing (SIP)]]&lt;br /&gt;
*[[No-Purge/Passive Sampling]] &lt;br /&gt;
|style=&amp;quot;width:33%; vertical-align:top; &amp;quot;|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Soil &amp;amp; Groundwater Contaminants | Contaminants]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Chlorinated Solvents]]&lt;br /&gt;
*[[Metal and Metalloid Contaminants|Metals and Metalloids]]&lt;br /&gt;
*[[Perchlorate, Issues and Treatment Options|Perchlorate]]&lt;br /&gt;
*[[Perfluoroalkyl and Polyfluoroalkyl Substances (PFASs)|PFASs]]&lt;br /&gt;
*[[Polycyclic Aromatic Hydrocarbons (PAHs)]]&lt;br /&gt;
*[[1,2,3-Trichloropropane (TCP)|Trichloropropane (TCP)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Energetic Materials]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Energetics Deposition | Deposition]]&lt;br /&gt;
*[[Explosive and Propellant Dissolution | Dissolution]]&lt;br /&gt;
*[[Sorption of Energetic Materials | Sorption]]&lt;br /&gt;
*[[Toxicology of Insensitive Munitions | Toxicology]]&lt;br /&gt;
*[[Modeling with TREECS™ for Predicting Fate and Environmental Risk of Munitions Constituents|TREECS™]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Monitored Natural Attenuation (MNA)]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Chlorinated Solvents| MNA of Chlorinated Solvents]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Petroleum Hydrocarbons and Fuel Components| MNA of Petroleum Hydrocarbons]]&lt;br /&gt;
*[[Monitored Natural Attenuation (MNA) of Metal and Metalloid Contaminants| MNA of Metals and Metalloids]]&lt;br /&gt;
*[[Natural Source Zone Depletion (NSZD)]]&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Regulatory Issues and Site Management]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[Plume Response Modeling]]&lt;br /&gt;
*[[Source Zone Modeling]]&lt;br /&gt;
*[[Sustainable Remediation]]&lt;br /&gt;
|style=&amp;quot;width:33%; vertical-align:top; &amp;quot;|&lt;br /&gt;
&amp;lt;u&amp;gt;&amp;#039;&amp;#039;&amp;#039;[[Remediation Technologies]]&amp;#039;&amp;#039;&amp;#039;&amp;lt;/u&amp;gt;&lt;br /&gt;
*[[In Situ Anaerobic Bioremediation|Anaerobic Bioremediation]]&lt;br /&gt;
**[[In Situ Anaerobic Bioremediation Design Considerations | Design Considerations]]&lt;br /&gt;
**[[Secondary Water Quality Impacts of Anaerobic Bioremediation | Secondary Water Quality Impacts]]&lt;br /&gt;
*[[In Situ Chemical Oxidation - ISCO | In Situ Chemical Oxidation (ISCO)]]&lt;br /&gt;
**[[ISCO Design Considerations | Design Considerations]]&lt;br /&gt;
**[[Oxidant Selection for ISCO | Oxidant Selection]]&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR | In Situ Chemical Reduction (ISCR)]]&lt;br /&gt;
*[[Injection and Distribution of Liquid Amendments in Groundwater|Liquid Amendments in Groundwater]]&lt;br /&gt;
*[[Remediation of Metal and Metalloids in Soils and Groundwater | Remediation of Metal and Metalloids]]&lt;br /&gt;
*[[Soil Vapor Extraction (SVE)]]&lt;br /&gt;
*[[Subgrade Biogeochemical Reactor (SBGR)]]&lt;br /&gt;
*[[In Situ Thermal Remediation|Thermal Remediation]]&lt;br /&gt;
**[[Combined Remedy with a Thermal Component | Combined Remedies]]&lt;br /&gt;
**[[Electrical Resistance Heating (ERH)]]&lt;br /&gt;
**[[In Situ Thermal Desorption (ISTD)]]&lt;br /&gt;
**[[Smoldering Remediation | Smoldering]]&lt;br /&gt;
**[[Steam Enhanced Extraction (SEE)]]&lt;br /&gt;
*[[Viscosity Modification]]&lt;br /&gt;
*[[Zerovalent Iron (ZVI)]]&lt;br /&gt;
&lt;br /&gt;
|}&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=4712</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=4712"/>
		<updated>2017-02-11T21:31:47Z</updated>

		<summary type="html">&lt;p&gt;Rborden: shorten titles&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biological Reductive Processes]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants | Cometabolic Biodegradation]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Hydrocarbon Biodegradation]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater | Metals and Metalloid Mobility]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Characterization,_Assessment_%26_Monitoring&amp;diff=4711</id>
		<title>Characterization, Assessment &amp; Monitoring</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Characterization,_Assessment_%26_Monitoring&amp;diff=4711"/>
		<updated>2017-02-11T21:29:44Z</updated>

		<summary type="html">&lt;p&gt;Rborden: add geophysical methods&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Site characterization, assessment &amp;amp; monitoring is a major component of contaminant site management.  Topics covered include long-term monitoring (LTM), traditional and emerging technologies for assessing the rate and extent of contaminant degradation, spatial and temporal distribution of contaminants, and formation properties that influence contaminant migration.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Compound Specific Isotope Analysis (CSIA) For Environmental Investigation and Remediation|Compound Specific Isotope Analysis (CSIA)]]&lt;br /&gt;
*[[Direct Push (DP) Technology]]&lt;br /&gt;
**[[Direct Push Logging]]&lt;br /&gt;
**[[Direct Push Sampling]]&lt;br /&gt;
*[[Geophysical Methods - Introduction | Geophysical Methods]]&lt;br /&gt;
**[[Geophysical Methods - Case Studies]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Overview of Long-Term Monitoring (LTM)|Long-Term Monitoring (LTM)]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Analysis]]&lt;br /&gt;
**[[Long-Term Monitoring (LTM) Data Variability]]&lt;br /&gt;
*[[Molecular Biological Tools - MBTs]]&lt;br /&gt;
**[[Metagenomics]]&lt;br /&gt;
**[[Quantitative Polymerase Chain Reaction (qPCR)]]&lt;br /&gt;
**[[Stable Isotope Probing (SIP)]]&lt;br /&gt;
*[[No-Purge/Passive Sampling]] &lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.itrcweb.org/DNAPL-ISC_tools-selection/ Integrated DNAPL Site Characterization and Tools Selection]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=4710</id>
		<title>Transport &amp; Attenuation Processes</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Transport_%26_Attenuation_Processes&amp;diff=4710"/>
		<updated>2017-02-11T21:20:53Z</updated>

		<summary type="html">&lt;p&gt;Rborden: eliminate some categories&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;Transport &amp;amp; Attenuation Processes include a range of physical, chemical and biological processes that influence the transport, fate and remediation of soil and groundwater contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Advection and Groundwater Flow]]&lt;br /&gt;
*[[Biological Reductive Processes]]&lt;br /&gt;
*[[Cometabolic Biodegradation of Environmental Pollutants]]&lt;br /&gt;
*[[Dispersion and Diffusion]]&lt;br /&gt;
*[[Hydrocarbon Biodegradation]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[In Situ Chemical Reduction - ISCR]]&lt;br /&gt;
*[[Mobility of Metals and Metalloid Contaminants in Groundwater]]&lt;br /&gt;
*[[pH Buffering in Aquifers]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/a/a9/2003_UK_Environ_Agency_R%26D_Pub_133.pdf An Illustrated Handbook of DNAPL Transport and Fate in the Subsurface]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/5/54/National_Academies_Report_on_Fractured_Rock.pdf Characterization, Modeling, Monitoring, and Remediation of Fractured Rock]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
	<entry>
		<id>https://www.enviro.wiki/index.php?title=Soil_%26_Groundwater_Contaminants&amp;diff=4149</id>
		<title>Soil &amp; Groundwater Contaminants</title>
		<link rel="alternate" type="text/html" href="https://www.enviro.wiki/index.php?title=Soil_%26_Groundwater_Contaminants&amp;diff=4149"/>
		<updated>2017-01-25T18:08:17Z</updated>

		<summary type="html">&lt;p&gt;Rborden: eliminate dioxane, minor edits&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&amp;lt;div class=&amp;quot;boilerplate vfd xfd-closed&amp;quot; style=&amp;quot;background-color: #F3F9FF; margin: 2em 0 0 0; padding: 0 10px 0 10px; border: 1px solid #AAAAAA;&amp;quot;&amp;gt;&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;NOTICE:&amp;#039;&amp;#039;&amp;#039; This page is still in development; this note will be removed upon completion. Stay tuned!&lt;br /&gt;
&amp;lt;/div&amp;gt;&lt;br /&gt;
Soil &amp;amp; Groundwater Contaminants articles provide general background on the transport, fate and behavior of different contaminants of concern (CoC) including chlorinated solvents, petroleum hydrocarbons, metals and metaloids, and emerging contaminants.&lt;br /&gt;
==Related Articles==&lt;br /&gt;
{| style=&amp;quot;width:100%; vertical-align:top; &amp;quot;&lt;br /&gt;
|&lt;br /&gt;
*[[Chlorinated Solvents]]&lt;br /&gt;
*[[Energetic Materials]]&lt;br /&gt;
*[[Energetics Deposition]]&lt;br /&gt;
*[[Metal and Metalloid Contaminants]]&lt;br /&gt;
*[[NDMA]]&lt;br /&gt;
*[[Perchlorate, Issues and Treatment Options]]&lt;br /&gt;
|style=&amp;quot;width:50%; vertical-align:top; &amp;quot;|&lt;br /&gt;
*[[Perfluorooctanoic Acid (PFOA), Perfluorooctane Sulfonic Acid (PFOS), and Other Perfluoroalkyl and Polyfluoroalkyl Substances (PFASs)]]&lt;br /&gt;
*[[Petroleum Hydrocarbons]]&lt;br /&gt;
*[[Polycyclic Aromatic Hydrocarbons (PAHs)]]&lt;br /&gt;
*[[1,2,3-Trichloropropane (TCP)]]&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
==Additional Documents==&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/8/8c/Results_of_Analyses_for_1%2C4-Dioxane_in_Groundwater_Samples.pdf Results of the Analyses for 1,4-Dioxane of Groundwater Samples Collected in the Tucson Airport Remediation Project]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/1/14/2008_AFCEE_A_Primer_for_AF_RPMs_AFD-081010-028.pdf 1,4-Dioxane - A Primer for Air Force Remedial Program Managers and Risk Assessors]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/0/0c/2013_EPA_Technical_Fact_Sheet_1%2C4-Dioxane.pdf Technical Fact Sheet - 1,4-Dioxane]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/b/b6/2006_EPA_542-R-06-009.pdf Treatment Technologies for 1,4-Dioxane: Fundamentals and Field Applications]&lt;br /&gt;
*[http://www.environmentalrestoration.wiki/images/2/22/2006_FRTR_Meeting_Report.pdf Federal Remediation Technologies Roundtable 2006]&lt;/div&gt;</summary>
		<author><name>Rborden</name></author>
		
	</entry>
</feed>