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Metals and metalloids (an element such as arsenic or antimony with properties in between those of [https://en.wikipedia.org/wiki/Metalloid metals] and [https://en.wikipedia.org/wiki/Nonmetal nonmetals] are common groundwater contaminants that present a risk to users of groundwater if concentrations exceed acceptable risk-based concentrations. Contamination of groundwater by metals and metalloids is most often related to industrial sources or mining and mineral processing. Their acute and chronic toxicity as well as their common occurrence, make metal and metalloid contamination environmentally significant. The behavior and toxicity of metals and metalloids can vary with the chemical composition of the groundwater and the minerals present in the aquifer. Under some conditions, a given metal or metalloid may pose little risk because it is [https://en.wikipedia.org/wiki/Adsorption '''adsorbed'''] to the aquifer solids or [https://en.wikipedia.org/wiki/Precipitation '''precipitated'''] from groundwater before it reaches any exposure point. In other cases these contaminants may be quite mobile, forming groundwater plumes that can pose a risk to groundwater users.
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The heterogeneous distribution of munitions constituents, released as particles from munitions firing and detonations on military training ranges, presents challenges for representative soil sample collection and for defensible decision making. Military range characterization studies and the development of the incremental sampling methodology (ISM) have enabled the development of recommended methods for soil sampling that produce representative and reproducible concentration data for munitions constituents. This article provides a broad overview of recommended soil sampling and processing practices for analysis of munitions constituents on military ranges.
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<div style="float:right;margin:0 0 2em 2em;">__TOC__</div>
  
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'''Related Article(s)''':
  
<div style="float:right;margin:0 0 2em 2em;">__TOC__</div>
 
  
'''Related Articles''':
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'''CONTRIBUTOR(S):''' [[Dr. Samuel Beal]]
*[[Mobility of Metals and Metalloid Contaminants in Groundwater]]
 
*[[Monitored Natural Attenuation (MNA) of Metals and Metalloids]]
 
*[[Remediation of Metals and Metalloids]]
 
  
  
'''CONTRIBUTOR(S):''' [[Dr. Miles Denham]]
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'''Key Resource(s)''':
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*[[media:Taylor-2011 ERDC-CRREL TR-11-15.pdf| Guidance for Soil Sampling of Energetics and Metals]]<ref name= "Taylor2011">Taylor, S., Jenkins, T.F., Bigl, S., Hewitt, A.D., Walsh, M.E. and Walsh, M.R., 2011. Guidance for Soil Sampling for Energetics and Metals (No. ERDC/CRREL-TR-11-15). [[media:Taylor-2011 ERDC-CRREL TR-11-15.pdf| Report.pdf]]</ref>
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*[[Media:Hewitt-2009 ERDC-CRREL TR-09-6.pdf| Report.pdf | Validation of Sampling Protocol and the Promulgation of Method Modifications for the Characterization of Energetic Residues on Military Testing and Training Ranges]]<ref name= "Hewitt2009">Hewitt, A.D., Jenkins, T.F., Walsh, M.E., Bigl, S.R. and Brochu, S., 2009. Validation of sampling protocol and the promulgation of method modifications for the characterization of energetic residues on military testing and training ranges (No. ERDC/CRREL-TR-09-6). Engineer Research and Development Center / Cold Regions Research and Engineering Lab (ERDC/CRREL) TR-09-6, Hanover, NH, USA. [[Media:Hewitt-2009 ERDC-CRREL TR-09-6.pdf | Report.pdf]]</ref>
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*[[media:Epa-2006-method-8330b.pdf| U.S. EPA SW-846 Method 8330B: Nitroaromatics, Nitramines, and Nitrate Esters by High Performance Liquid Chromatography (HPLC)]]<ref name= "USEPA2006M">U.S. Environmental Protection Agency (USEPA), 2006. Method 8330B (SW-846): Nitroaromatics, Nitramines, and Nitrate Esters by High Performance Liquid Chromatography (HPLC), Rev. 2. Washington, D.C. [[media:Epa-2006-method-8330b.pdf | Report.pdf]]</ref>
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*[[media:Epa-2007-method-8095.pdf | U.S. EPA SW-846 Method 8095: Explosives by Gas Chromatography.]]<ref name= "USEPA2007M">U.S. Environmental Protection Agency (US EPA), 2007. Method 8095 (SW-846): Explosives by Gas Chromatography. Washington, D.C. [[media:Epa-2007-method-8095.pdf| Report.pdf]]</ref>
  
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==Introduction==
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[[File:Beal1w2 Fig1.png|thumb|200 px|left|Figure 1: Downrange distance of visible propellant plume on snow from the firing of different munitions. Note deposition behind firing line for the 84-mm rocket. Data from: Walsh et al.<ref>Walsh, M.R., Walsh, M.E., Ampleman, G., Thiboutot, S., Brochu, S. and Jenkins, T.F., 2012. Munitions propellants residue deposition rates on military training ranges. Propellants, Explosives, Pyrotechnics, 37(4), pp.393-406. [http://dx.doi.org/10.1002/prep.201100105 doi: 10.1002/prep.201100105]</ref><ref>Walsh, M.R., Walsh, M.E., Hewitt, A.D., Collins, C.M., Bigl, S.R., Gagnon, K., Ampleman, G., Thiboutot, S., Poulin, I. and Brochu, S., 2010. Characterization and Fate of Gun and Rocket Propellant Residues on Testing and Training Ranges: Interim Report 2. (ERDC/CRREL TR-10-13.  Also: ESTCP Project ER-1481)  [[media:Walsh-2010 ERDC-CRREL TR-11-15 ESTCP ER-1481.pdf| Report]]</ref>]]
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[[File:Beal1w2 Fig2.png|thumb|left|200 px|Figure 2: A low-order detonation mortar round (top) with surrounding discrete soil samples produced concentrations spanning six orders of magnitude within a 10m by 10m area (bottom). (Photo and data: A.D. Hewitt)]]
  
'''Key Resource(s):'''
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Munitions constituents are released on military testing and training ranges through several common mechanisms. Some are locally dispersed as solid particles from incomplete combustion during firing and detonation. Also, small residual particles containing propellant compounds (e.g., [[Wikipedia: Nitroglycerin | nitroglycerin [NG]]] and [[Wikipedia: 2,4-Dinitrotoluene | 2,4-dinitrotoluene [2,4-DNT]]]) are distributed in front of and surrounding target practice firing lines (Figure 1). At impact areas and demolition areas, high order detonations typically yield very small amounts (<1 to 10 mg/round) of residual high explosive compounds (e.g., [[Wikipedia: TNT | TNT ]], [[Wikipedia: RDX | RDX ]] and [[Wikipedia: HMX | HMX ]]) that are distributed up to and sometimes greater than) 24 m from the site of detonation<ref name= "Walsh2017">Walsh, M.R., Temple, T., Bigl, M.F., Tshabalala, S.F., Mai, N. and Ladyman, M., 2017. Investigation of Energetic Particle Distribution from High‐Order Detonations of Munitions. Propellants, Explosives, Pyrotechnics, 42(8), pp.932-941. [https://doi.org/10.1002/prep.201700089 doi: 10.1002/prep.201700089] [[media: Walsh-2017-High-Order-Detonation-Residues-Particle-Distribution-PEP.pdf| Report.pdf]]</ref>.
  
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Low-order detonations and duds are thought to be the primary source of munitions constituents on ranges<ref>Hewitt, A.D., Jenkins, T.F., Walsh, M.E., Walsh, M.R. and Taylor, S., 2005. RDX and TNT residues from live-fire and blow-in-place detonations. Chemosphere, 61(6), pp.888-894. [https://doi.org/10.1016/j.chemosphere.2005.04.058 doi: 10.1016/j.chemosphere.2005.04.058]</ref><ref>Walsh, M.R., Walsh, M.E., Poulin, I., Taylor, S. and Douglas, T.A., 2011. Energetic residues from the detonation of common US ordnance. International Journal of Energetic Materials and Chemical Propulsion, 10(2). [https://doi.org/10.1615/intjenergeticmaterialschemprop.2012004956 doi: 10.1615/IntJEnergeticMaterialsChemProp.2012004956] [[media:Walsh-2011-Energetic-Residues-Common-US-Ordnance.pdf| Report.pdf]]</ref>. Duds are initially intact but may become perforated or fragmented into micrometer to centimeter;o0i0k-sized particles by nearby detonations<ref>Walsh, M.R., Thiboutot, S., Walsh, M.E., Ampleman, G., Martel, R., Poulin, I. and Taylor, S., 2011. Characterization and fate of gun and rocket propellant residues on testing and training ranges (No. ERDC/CRREL-TR-11-13). Engineer Research and Development Center / Cold Regions Research and Engineering Lab (ERDC/CRREL) TR-11-13, Hanover, NH, USA. [[media:Epa-2006-method-8330b.pdf| Report.pdf]]</ref>. Low-order detonations can scatter micrometer to centimeter-sized particles up to 20 m from the site of detonation<ref name= "Taylor2004">Taylor, S., Hewitt, A., Lever, J., Hayes, C., Perovich, L., Thorne, P. and Daghlian, C., 2004. TNT particle size distributions from detonated 155-mm howitzer rounds. Chemosphere, 55(3), pp.357-367.[[media:Taylor-2004 TNT PSDs.pdf| Report.pdf]]</ref>
  
==Introduction==
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The particulate nature of munitions constituents in the environment presents a distinct challenge to representative soil sampling. Figure 2 shows an array of discrete soil samples collected around the site of a low-order detonation – resultant soil concentrations vary by orders of magnitude within centimeters of each other. The inadequacy of discrete sampling is apparent in characterization studies from actual ranges which show wide-ranging concentrations and poor precision (Table 1).
Groundwater contaminated with metals and metalloids (collectively referred to as “metals” in this article for simplicity; Table 1) can be a major problem because of the broad spectrum of sources, the toxicity of many metals, and the difficulty in remediating metal-contaminated sites. Common metal contaminants, their primary sources, and their potential health effects, especially those that occur at U.S. Department of Defense<ref>Fabian, G. and Watts, K., 2005. Army small arms training range environmental best practices (BMPs) Manual. DTC Project No. 9-CO-160-000-504, U.S. Army Environmental Center, Aberdeen Proving Ground, MD.  [http://www.environmentalrestoration.wiki/images/c/c0/Fabian-2005-Army-Small-Arms-Training-Range-BMP.pdf Report pdf]</ref><ref>United States Government Accountability Office (GAO), 2005. Groundwater contamination – DOD uses and develops a range of remediation technologies to clean up military sites. Report to congressional committees, GAO-05-666.  [http://www.environmentalrestoration.wiki/images/e/ea/GAO-2005-GW_Contamination_-_DOD_Uses_and_Develops_a_Range_of_Remed_Technologies_.pdf Report pdf]</ref><ref>Hering, J.G., Burris, D., Reisinger, H.J., O’Day, P., 2008. Environmental fate and exposure assessment for arsenic in groundwater. SERDP Project ER-1374. [https://www.serdp-estcp.org/Program-Areas/Environmental-Restoration/Contaminants-on-Ranges/Protecting-Groundwater-Resources/ER-1374 ER-1374]</ref>, U.S. Department of Energy<ref>Riley, R.G. and Zachara, J.M., 1992. Chemical contaminants on DOE lands and selection of contaminant mixtures for subsurface science research. U.S. Department of Energy (No. DOE/ER--0547T). [http://www.environmentalrestoration.wiki/images/6/68/Riley-1992-Chemical_Contaminants_on_DOE_Lands_and_Selection_of_Contaminant_Mix.pdf Report pdf]</ref><ref>Hazen, T.C., Faybishenko, B., Jordan, P., 2008. Complexity of Groundwater Contaminants at DOE Sites. LBNL-4117E, Lawrence Berkeley National Laboratory. [http://www.environmentalrestoration.wiki/images/4/4e/Hazen-2008-Complexity_of_GW_at_DOE_Sites.pdf Report pdf]</ref>, and private sites<ref name = "USGS2016">United States Geological Survey (USGS). Contaminants found in groundwater. [http://water.usgs.gov/edu/groundwater-contaminants.html USGS Website]</ref><ref>World Health Organization (WHO), 2016. Ten chemicals of major public health concern. [http://www.who.int/ipcs/assessment/public_health/chemicals_phc/en/ WHO Website[</ref> are quite variable (e.g., Table 1). The behavior of metal contaminants in groundwater depends on the nature of the source, the chemistry of the metal, and the mineralogy of the aquifer. Regulation and remediation of metal contaminants is further complicated by the fact that metals occur naturally in aquifers, sometimes at levels that are safe for ingestion, but at other times at concentrations that naturally exceed acceptable risk-based concentrations such as [https://en.wikipedia.org/wiki/Maximum_Contaminant_Level Maximum Concentration Levels ('''MCLs''')].  
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In comparison to discrete sampling, incremental sampling tends to yield reproducible concentrations (low relative standard deviation [RSD]) that statistically better represent an area of interest<ref name= "Hewitt2009"/>.
  
{| class="wikitable" style="margin-left: auto; margin-right: auto; border: none;"
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{| class="wikitable" style="float: right; text-align: center; margin-left: auto; margin-right: auto;"
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|+ Table 1. Soil Sample Concentrations and Precision from Military Ranges Using Discrete and Incremental Sampling. (Data from Taylor et al. <ref name= "Taylor2011"/> and references therein.)
 
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|-
!style="background-color:#CEE0F2;"|Metal or Metalloid* !! style="background-color:#CEE0F2;"|Potential Natural and Man-Made Sources to Groundwater!! style="background-color:#CEE0F2;"|Potential Health and Other Effects If Concentrations are Above Risk-Based Levels!! style="background-color:#CEE0F2;"| MCL<ref>U.S. Environmental Protection Agency (USEPA), 2016. Table of Regulated Drinking Water Contaminants.[http://www.epa.gov/your-drinking-water/table-regulated-drinking-water-contaminants Table of Regulated Drinking Water]</ref>(mg/L)
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! Military Range Type !! Analyte !! Range<br/>(mg/kg) !! Median<br/>(mg/kg) !! RSD<br/>(%)
 
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| Antimony*|| Enters environment from natural weathering, industrial production, municipal waste disposal, and manufacturing of flame retardants, ceramics, glass, batteries, fireworks, explosives, and ammunition.|| Decreases longevity, alters blood levels of glucose and cholesterol in laboratory animals exposed at high levels over their lifetime.|| 0.006
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| colspan="5" style="text-align: left;" | '''Discrete Samples'''
 
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|-
| Arsenic*|| Enters environment from natural processes, industrial activities, pesticides, industrial waste, smelting of copper, lead, and zinc.|| Causes acute and chronic toxicity, liver and kidney damage, decreases hemoglobin, carcinogenic.|| 0.010
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| Artillery FP || 2,4-DNT || <0.04 – 6.4 || 0.65 || 110
 
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| Cadmium|| May enter the environment from industrial discharge, mining waste, metal/metalloid plating, water pipes, batteries, paints and pigments, plastic stabilizers, and landfill leachate.|| Replaces zinc biochemically in the body and causes high blood pressure, liver and kidney damage. Destroys testicular tissue and red blood cells. Toxic to aquatic biota.|| 0.005
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| Antitank Rocket || HMX || 5.8 – 1,200 || 200 || 99
 
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| Chromium|| Used in metal/metalloid plating and as a cooling water additive. Also may enter environment from old mining operations runoff and leaching into groundwater.|| Chromium (III) is a nutritionally essential element. Chromium (VI) is more toxic, causing liver and kidney damage, internal hemorrhaging, respiratory damage, dermatitis, and ulcers on the skin at high concentrations.||0.1 (total)
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| Bombing || TNT || 0.15 – 780 || 6.4 || 274
 
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| Copper|| Enters environment from metal/metalloid plating, industrial and domestic waste, mining, and mineral leaching.|| An essential nutrient in low doses. High doses can cause stomach and intestinal distress, liver and kidney damage, anemia. Essential trace element but toxic to plants and algae at moderate doses.|| 1.3
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| Mortar || RDX || <0.04 – 2,400 || 1.7 || 441
 
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| Lead|| Enters environment from industry, mining, plumbing, leaded-gasoline, and recycling of lead-acid batteries.|| Affects red blood cell chemistry; delays normal physical and mental development in babies and young children. Can cause deficits in attention span, hearing, and learning in children.|| 0.015
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| Artillery || RDX || <0.04 – 170 || <0.04 || 454
 
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| Mercury|| Enters environment from industrial waste (e.g., chloralkali process), mining, pesticides, coal, electrical equipment e.g., batteries, lamps, switches), smelting, and fossil-fuel combustion.|| Causes acute and chronic toxicity. Targets the kidneys and can cause nervous system disorders.|| 0.002
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| colspan="5" style="text-align: left;" | '''Incremental Samples*'''
 
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| Uranium|| Enters groundwater from uranium mining and ore processing operations, nuclear fuel reprocessing facilities, and potentially from exploded depleted uranium munitions.|| Depresses renal function, can cause kidney damage and failure in extreme cases. More of a toxicological problem than a radiation problem, though long-term exposure can increase risk of cancer.|| 0.030
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| Artillery FP || 2,4-DNT || 0.60 – 1.4 || 0.92 || 26
 
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| Zinc|| Enters environment from industrial waste, metal/metalloid plating, plumbing, and is a major component of various industrial sludges.|| Essential nutrient. Causes detrimental effects in humans at high doses. Can be toxic to aquatic organisms.|| 5<ref>U.S. Environmental Protection Agency (USEPA), 2016. Secondary drinking water standards: guidance for nuisance chemicals. [https://www.epa.gov/dwstandardsregulations/secondary-drinking-water-standards-guidance-nuisance-chemicals Webpage]</ref>(secondary)
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| Bombing || TNT || 13 – 17 || 14 || 17
 
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| colspan="12" style="color:black;text-align:left;"|Table 1: Several metal/metalloid contaminants of concern in groundwater. (Revised from<ref name = "USGS2016"/>).
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| Artillery/Bombing || RDX || 3.9 – 9.4 || 4.8 || 38
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|-  
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| Thermal Treatment || HMX || 3.96 – 4.26 || 4.16 || 4
 
|-
 
|-
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| colspan="5" style="text-align: left; background-color: white;" | * For incremental samples, 30-100 increments and 3-10 replicate samples were collected.
 
|}
 
|}
==Behavior in Groundwater==
 
Dissolved metal behavior in groundwater is controlled by reactions within the aqueous phase and reactions between the contaminant metal and the solid phase (such as clay particles or sand grains in the aquifer). Hence, the chemical composition of the water and the aquifer mineralogy are important to metal contaminant behavior. In turn, the water chemistry can be controlled by the aquifer mineralogy, the chemical composition of the infiltrating plume, or reactions between the infiltrating plume and aquifer minerals. If carbon and other nutrients are available, reactions controlling metal behavior can be influenced by microbial activity.
 
All metal contaminants in groundwater are distributed among dissolved species in which the metal ion (an ion is a dissolved species with a positive or negative charge) is associated with one or more ions, producing a different dissolved species with different chemical behavior<ref name="Langmuir1997">Langmuir, D., 1997, Aqueous Environmental Geochemistry. Prentice-Hall, Inc. Upper Saddle River, NJ ISBN: 978-0023674129.</ref><ref>Drever, J.I., The Geochemistry of Natural Waters: Surface and Groundwater Environments. Prentice-Hall, Inc., ISBN 0132727900.</ref>. For example, the mercury ion, Hg<sup>+2</sup>, readily associates with the chloride ion, Cl<sup>-</sup>, to produce a series of species (HgCl<sup>+</sup>, HgCl2°, HgCl<sub>3</sub><sup>-</sup>) with concentrations dependent on the chemical composition of the groundwater. The collection of species is called the aqueous [https://en.wikipedia.org/wiki/Speciation '''speciation'''] of the contaminant metal. Some contaminants have a simple aqueous speciation and few species dominate over a broad range of groundwater conditions. Others have a complicated aqueous speciation that changes with pH, redox potential, and/or the presence or absence of certain ions. Uranium is an example of a complicated aqueous speciation in common aquifer conditions (Fig. 1). The aqueous speciation strongly influences sorption and precipitation reactions involving the contaminant metal, and thus influences the mobility of the metal in the aquifer and the methods of effective remediation (see article on '''Mobility of Metals and Metalloids''').
 
  
[[File:Denham-Article 1-Figure 1. PNG.PNG|500px|thumbnail|right|Figure 1: Uranium’s complicated aqueous speciation (diagram produced with The Geochemist’s Workbench®<ref>Bethke, C.M. and S. Yeakel, 2015. The geochemist’s workbench®, Release 10.0. Latest version available at [www.gwb.com www.gwb.com]</ref>, PCO<sub>2</sub> = 0.01 atm., [Ca] = 10 (mg/L).]]
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==Incremental Sampling Approach==
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ISM is a requisite for representative and reproducible sampling of training ranges, but it is an involved process that is detailed thoroughly elsewhere<ref name= "Hewitt2009"/><ref name= "Taylor2011"/><ref name= "USEPA2006M"/>. In short, ISM involves the collection of many (30 to >100) increments in a systematic pattern within a decision unit (DU). The DU may cover an area where releases are thought to have occurred or may represent an area relevant to ecological receptors (e.g., sensitive species). Figure 3 shows the ISM sampling pattern in a simplified (5x5 square) DU. Increments are collected at a random starting point with systematic distances between increments. Replicate samples can be collected by starting at a different random starting point, often at a different corner of the DU. Practically, this grid pattern can often be followed with flagging or lathe marking DU boundaries and/or sampling lanes and with individual pacing keeping systematic distances between increments. As an example, an artillery firing point might include a 100x100 m DU with 81 increments.
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[[File:Beal1w2 Fig3.png|thumb|200 px|left|Figure 3. Example ISM sampling pattern on a square decision unit. Replicates are collected in a systematic pattern from a random starting point at a corner of the DU. Typically more than the 25 increments shown are collected]]
  
The most important aspect of a metal contaminants aqueous speciation is whether multiple oxidation states can occur over the range of conditions found in groundwater. Contaminants that have multiple oxidation states that are stable in groundwater are considered “redox sensitive”. Different oxidation states of a metal can have very different behaviors and toxicity in groundwater. For example, chromium in a plus six oxidation state (chromate) is more mobile and toxic than chromium in a plus three oxidation state. Table 2 lists whether several common metal contaminants are redox sensitive and the relative complexity of their aqueous speciation. Here, a complicated aqueous speciation is defined as having 4 or more species that dominate various portions of the field defined by a pH range of 4 to 10 and an Eh (Eh is a measure of the tendency of electrons to flow from one ion to another<ref name = "Hem1970">Hem, J.D., 1970. Chemical behavior of mercury in aqueous media. In Mercury in the Environment (Vol. 713, pp. 19-24). Washington, DC: US Government Printing Office. [http://www.environmentalrestoration.wiki/images/8/82/Hem-1970-Chemical_behavior_of_mercury_in_aqueous_media.pdf Report pdf]</ref> that covers the stability field of water (as determined using the thermodynamic database “thermo_minteq” and The Geochemist’s Workbench® with [Cl<sup>-</sup>] and [SO<sub>4</sub><sup>-2</sup>] = 10 mg/L). The complexity of aqueous speciation is not determined by redox sensitivity because many metals that do not change oxidation states with varying redox conditions may still form aqueous sulfide or bisulfide species under sufficiently reducing conditions.
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DUs can vary in shape (Figure 4), size, number of increments, and number of replicates according to a project’s data quality objectives.
  
The importance of aqueous speciation of a contaminant metal to environmental remediation can be illustrated by the behavior of uranium. Many groundwaters contaminated by uranium contain dissolved oxygen and moderate concentrations of dissolved carbon dioxide. Under these conditions, the dominant aqueous species of oxidized uranium [U(VI)] are neutrally or negatively charged carbonate species (Fig. 1). These species tend to keep oxidized uranium in the dissolved state, making it difficult to limit its mobility by causing it to adsorb or precipitate in a solid phase. The challenge is to find some method that either overcomes the effects of the carbonate species or changes the speciation of the uranium.
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[[File:Beal1w2 Fig4.png|thumb|right|250 px|Figure 4: Incremental sampling of a circular DU on snow shows sampling lanes with a two-person team in process of collecting the second replicate in a perpendicular path to the first replicate. (Photo: Matthew Bigl)]]
  
One method that has been studied extensively is to change the speciation by converting the uranium to the reduced form, U(IV), causing the uranium to precipitate as a low solubility U(IV) oxide. This can be done with chemicals (abiotic reduction) or by stimulating indigenous microbes to consume all of the oxygen in the groundwater (bioreduction). A common problem with this approach is that the groundwater naturally contains oxygen, and oxygenated groundwater will quickly flow into the treated zone re-oxidizing and remobilizing the uranium.
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==Sampling Tools==
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In many cases, energetic compounds are expected to reside within the soil surface. Figure 5 shows soil depth profiles on some studied impact areas and firing points. Overall, the energetic compound concentrations below 5-cm soil depth are negligible relative to overlying soil concentrations. For conventional munitions, this is to be expected as the energetic particles are relatively insoluble, and any dissolved compounds readily adsorb to most soils<ref>Pennington, J.C., Jenkins, T.F., Ampleman, G., Thiboutot, S., Brannon, J.M., Hewitt, A.D., Lewis, J., Brochu, S., 2006. Distribution and fate of energetics on DoD test and training ranges: Final Report. ERDC TR-06-13, Vicksburg, MS, USA. Also: SERDP/ESTCP Project ER-1155. [[media:Pennington-2006_ERDC-TR-06-13_ESTCP-ER-1155-FR.pdf| Report.pdf]]</ref>. Physical disturbance, as on hand grenade ranges, may require deeper sampling either with a soil profile or a corer/auger.
  
At some sites, oxidized uranium has been successfully treated with phosphate minerals because, under the conditions of the site groundwater, U(VI) is bound more strongly in the phosphate minerals than it is in the aqueous carbonate complexes. There are other ways to overcome the effects of the carbonate complexes and limit the mobility of uranium. The key idea to selecting a uranium remediation method that is likely to be successful, is understanding how the aqueous speciation of uranium will affect the treatment.
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[[File:Beal1w2 Fig5.png|thumb|left|200 px|Figure 5. Depth profiles of high explosive compounds at impact areas (bottom) and of propellant compounds at firing points (top). Data from: Hewitt et al. <ref>Hewitt, A.D., Jenkins, T.F., Ramsey, C.A., Bjella, K.L., Ranney, T.A. and Perron, N.M., 2005. Estimating energetic residue loading on military artillery ranges: Large decision units (No. ERDC/CRREL-TR-05-7). [[media:Hewitt-2005 ERDC-CRREL TR-05-7.pdf| Report.pdf]]</ref> and Jenkins et al. <ref>Jenkins, T.F., Ampleman, G., Thiboutot, S., Bigl, S.R., Taylor, S., Walsh, M.R., Faucher, D., Mantel, R., Poulin, I., Dontsova, K.M. and Walsh, M.E., 2008. Characterization and fate of gun and rocket propellant residues on testing and training ranges (No. ERDC-TR-08-1). [[media:Jenkins-2008 ERDC TR-08-1.pdf| Report.pdf]]</ref>]]
  
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Soil sampling with the Cold Regions Research and Engineering Laboratory (CRREL) Multi-Increment Sampling Tool (CMIST) or similar device is an easy way to collect ISM samples rapidly and reproducibly. This tool has an adjustable diameter size corer and adjustable depth to collect surface soil plugs (Figure 6). The CMIST can be used at almost a walking pace (Figure 7) using a two-person sampling team, with one person operating the CMIST and the other carrying the sample container and recording the number of increments collected. The CMIST with a small diameter tip works best in soils with low cohesion, otherwise conventional scoops may be used. Maintaining consistent soil increment dimensions is critical.
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The sampling tool should be cleaned between replicates and between DUs to minimize potential for cross-contamination<ref>Walsh, M.R., 2009. User’s manual for the CRREL Multi-Increment Sampling Tool. Engineer Research and Development Center / Cold Regions Research and Engineering Lab (ERDC/CRREL) SR-09-1, Hanover, NH, USA.  [[media:Walsh-2009 ERDC-CRREL SR-09-1.pdf | Report.pdf]]</ref>.
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==Sample Processing==
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While only 10 g of soil is typically used for chemical analysis, incremental sampling generates a sample weighing on the order of 1 kg. Splitting of a sample, either in the field or laboratory, seems like an easy way to reduce sample mass; however this approach has been found to produce high uncertainty for explosives and propellants, with a median RSD of 43.1%<ref name= "Hewitt2009"/>. Even greater error is associated with removing a discrete sub-sample from an unground sample. Appendix A in [https://www.epa.gov/sites/production/files/2015-07/documents/epa-8330b.pdf U.S. EPA Method 8330B]<ref name= "USEPA2006M"/> provides details on recommended ISM sample processing procedures.
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Incremental soil samples are typically air dried over the course of a few days. Oven drying thermally degrades some energetic compounds and should be avoided<ref>Cragin, J.H., Leggett, D.C., Foley, B.T., and Schumacher, P.W., 1985. TNT, RDX and HMX explosives in soils and sediments: Analysis techniques and drying losses. (CRREL Report 85-15) Hanover, NH, USA. [[media:Cragin-1985 CRREL 85-15.pdf| Report.pdf]]</ref>. Once dry, the samples are sieved with a 2-mm screen, with only the less than 2-mm fraction processed further. This size fraction represents the USDA definition of soil. Aggregate soil particles should be broken up and vegetation shredded to pass through the sieve. Samples from impact or demolition areas may contain explosive particles from low order detonations that are greater than 2 mm and should be identified, given appropriate caution, and potentially weighed.
 +
 
 +
The <2-mm soil fraction is typically still ≥1 kg and impractical to extract in full for analysis. However, subsampling at this stage is not possible due to compositional heterogeneity, with the energetic compounds generally present as <0.5 mm particles<ref name= "Walsh2017"/><ref name= "Taylor2004"/>. Particle size reduction is required to achieve a representative and precise measure of the sample concentration. Grinding in a puck mill to a soil particle size <75 µm has been found to be required for representative/reproducible sub-sampling (Figure 8). For samples thought to contain propellant particles, a prolonged milling time is required to break down these polymerized particles and achieve acceptable precision (Figure 9). Due to the multi-use nature of some ranges, a 5-minute puck milling period can be used for all soils. Cooling periods between 1-minute milling intervals are recommended to avoid thermal degradation. Similar to field sampling, sub-sampling is done incrementally by spreading the sample out to a thin layer and collecting systematic random increments of consistent volume to a total mass for extraction of 10 g (Figure 10).
 +
 
 +
<li style="display: inline-block;">[[File:Beal1w2 Fig6.png|thumb|200 px|Figure 6: CMIST soil sampling tool (top) and with ejected increment core using a large diameter tip (bottom).]]</li>
 +
<li style="display: inline-block;">[[File:Beal1w2 Fig7.png|thumb|200 px|Figure 7: Two person sampling team using CMIST, bag-lined bucket, and increment counter. (Photos: Matthew Bigl)]]</li>
 +
<li style="display: inline-block;">[[File:Beal1w2 Fig8.png|thumb|200 px|Figure 8: Effect of machine grinding on RDX and TNT concentration and precision in soil from a hand grenade range. Data from Walsh et al.<ref>Walsh, M.E., Ramsey, C.A. and Jenkins, T.F., 2002. The effect of particle size reduction by grinding on subsampling variance for explosives residues in soil. Chemosphere, 49(10), pp.1267-1273. [https://doi.org/10.1016/S0045-6535(02)00528-3 doi: 10.1016/S0045-6535(02)00528-3]</ref> ]]</li>
 +
<li style="display: inline-block;">[[File:Beal1w2 Fig9.png|thumb|200 px|Figure 9: Effect of puck milling time on 2,4-DNT concentration and precision in soil from a firing point. Data from Walsh et al.<ref>Walsh, M.E., Ramsey, C.A., Collins, C.M., Hewitt, A.D., Walsh, M.R., Bjella, K.L., Lambert, D.J. and Perron, N.M., 2005. Collection methods and laboratory processing of samples from Donnelly Training Area Firing Points, Alaska, 2003 (No. ERDC/CRREL-TR-05-6). [[media:Walsh-2005 ERDC-CRREL TR-05-6.pdf| Report.pdf]]</ref>.]]</li>
 +
<li style="display: inline-block;">[[File:Beal1w2 Fig10.png|thumb|200 px|center|Figure 10: Incremental sub-sampling of a milled soil sample spread out on aluminum foil.]]</li>
 +
 
 +
==Analysis==
 +
Soil sub-samples are extracted and analyzed following [[Media: epa-2006-method-8330b.pdf | EPA Method 8330B]]<ref name= "USEPA2006M"/> and [[Media:epa-2007-method-8095.pdf | Method 8095]]<ref name= "USEPA2007M"/> using [[Wikipedia: High-performance liquid chromatography | High Performance Liquid Chromatography (HPLC)]] and [[Wikipedia: Gas chromatography | Gas Chromatography (GC)]], respectively. Common estimated reporting limits for these analysis methods are listed in Table 2.
 +
 
 +
{| class="wikitable" style="float: center; text-align: center; margin-left: auto; margin-right: auto;"
 +
|+ Table 2. Typical Method Reporting Limits for Energetic Compounds in Soil. (Data from Hewitt et al.<ref>Hewitt, A., Bigl, S., Walsh, M., Brochu, S., Bjella, K. and Lambert, D., 2007. Processing of training range soils for the analysis of energetic compounds (No. ERDC/CRREL-TR-07-15). Hanover, NH, USA. [[media:Hewitt-2007 ERDC-CRREL TR-07-15.pdf| Report.pdf]]</ref>)
 +
|-
 +
! rowspan="2" | Compound
 +
! colspan="2" | Soil Reporting Limit (mg/kg)
 +
|-
 +
! HPLC (8330)
 +
! GC (8095)
 
|-
 
|-
!style="background-color:#CEE0F2;"|Contaminant !! style="background-color:#CEE0F2;"|Redox Sensitive?!! style="background-color:#CEE0F2;"|Complicated Aqueous Speciation?!! style="background-color:#CEE0F2;"| References
+
| HMX || 0.04 || 0.01
 
|-
 
|-
| Antimony|| <span style="color:#FF0000"> '''Yes''' </span>|| No|| Filella, et al., 2002<ref>Filella, M., Belzile, N. and Chen, Y.W., 2002. Antimony in the environment: a review focused on natural waters: I. Occurrence. Earth-Science Reviews, 57(1), pp.125-176. [http://dx.doi.org/10.1016/s0012-8252(01)00070-8 doi:10.1016/S0012-8252(01)00070-8]</ref>; Wilson et al., 2010<ref>Wilson, S.C., Lockwood, P.V., Ashley, P.M. and Tighe, M., 2010. The chemistry and behavior of antimony in the soil environment with comparisons to arsenic: a critical review. Environmental Pollution, 158(5), pp.1169-1181. [http://dx.doi.org/10.1016/j.envpol.2009.10.045 doi: 10.1016/j.envpol.2009.10.045]</ref>; Ilgen et al., 2014<ref>Ilgen, A.G., Majs, F., Barker, A.J., Douglas, T.A. and Trainor, T.P., 2014. Oxidation and mobilization of metallic antimony in aqueous systems with simulated groundwater. Geochimica et Cosmochimica Acta, 132, pp.16-30. [http://dx.doi.org/10.1016/j.gca.2014.01.019  doi:10.1016/j.gca.2014.01.019]</ref>
+
| RDX || 0.04 || 0.006
 
|-
 
|-
| Arsenic|| <span style="color:#FF0000"> '''Yes''' </span>|| <span style="color:#FF0000"> '''Yes''' </span>|| Smedley and Kinniburgh, 2002<ref>Smedley, P.L. and Kinniburgh, D.G., 2002. A review of the source, behavior and distribution of arsenic in natural waters. Applied Geochemistry, 17(5), pp.517-568. [http://dx.doi.org/10.1016/s0883-2927(02)00018-5 doi:10.1016/S0883-2927(02)00018-5]</ref>; Ford et al., 2007<ref>Ford, R.G., Kent, D.B., Wilkin, R.T., 2007. Arsenic. Monitored Natural Attenuation of Inorganic Contaminants in Groundwater, Volume 2 – Assessment for Non-Radionulcides Including Arsenic, Cadmium, Chromium, Copper, Lead, Nickel, Nitrate, Perchlorate, and Selenium, Edited by R.G. Ford, R.T. Wilkin, and R.W. Puls. U.S. Environmental Protection Agency, EPA/600/R-07/140. Pg. 57-70 [http://www.environmentalrestoration.wiki/images/3/3a/USEPA-2007-MNA_of_Inorganic_Contaminants_in_GW%2C_Vol_2.pdf Report pdf]</ref>
+
| [[Wikipedia: 1,3,5-Trinitrobenzene | TNB]] || 0.04 || 0.003
 
|-
 
|-
| Cadmium|| No|| No|| Wilkin, 2007a<ref name="Wilkin2007a">Wilkin, R.T., 2007 Cadmium. Monitored Natural Attenuation of Inorganic Contaminants in Groundwater, Volume 2 – Assessment for Non-Radionulcides Including Arsenic, Cadmium, Chromium, Copper, Lead, Nickel, Nitrate, Perchlorate, and Selenium, Edited by R.G. Ford, R.T. Wilkin, and R.W. Puls. U.S. Environmental Protection Agency, EPA/600/R-07/140. Pgs 1-9. [http://www.environmentalrestoration.wiki/images/3/3a/USEPA-2007-MNA_of_Inorganic_Contaminants_in_GW%2C_Vol_2.pdf Report pdf]</ref>; McLean and Bledsoe, 1992<ref name = "Mclean1992">McLean, J.E. and Bledsoe, B.E., 1992. Behavior of metal/metalloids in soils. United States Environmental Protection Agency, EPA/540/S-92/018.</ref>
+
| TNT || 0.04 || 0.002
 
|-
 
|-
| Chromium|| <span style="color:#FF0000"> '''Yes''' </span>|| <span style="color:#FF0000"> '''Yes''' </span>|| Kent et al., 2007<ref>Kent, D.B., Puls, R.W., and Ford, R.G., 2007. Chromium. Monitored Natural Attenuation of Inorganic Contaminants in Groundwater, Volume 2 – Assessment for Non-Radionulcides Including Arsenic, Cadmium, Chromium, Copper, Lead, Nickel, Nitrate, Perchlorate, and Selenium, Edited by R.G. Ford, R.T. Wilkin, and R.W. Puls. U.S. Environmental Protection Agency, EPA/600/R-07/140. Pgs 43-55. [http://www.environmentalrestoration.wiki/images/3/3a/USEPA-2007-MNA_of_Inorganic_Contaminants_in_GW%2C_Vol_2.pdf Report pdf]</ref>; Palmer and Puls,1994<ref>Palmer, C.D. and Puls, R.W., 1994. Natural attenuation of hexavalent chromium in groundwater and soils. United States Environmental Protection Agency, EPA/540/5-94/505. [http://www.environmentalrestoration.wiki/images/2/2d/Palmer-1994-Nat_Att_Hexavalent_Chromium.pdf Report pdf]</ref>; Richard and Bourg, 1991<ref>Richard, F.C. and Bourg, A.C., 1991. Aqueous geochemistry of chromium: a review. Water Research, 25(7), pp.807-816. [http://dx.doi.org/10.1016/0043-1354(91)90160-r doi: 10.1016/0043-1354(91)90160-r]</ref>
+
| [[Wikipedia: 2,6-Dinitrotoluene | 2,6-DNT]] || 0.08 || 0.002
 
|-
 
|-
| Copper|| <span style="color:#FF0000"> '''Yes''' </span>|| No|| Wilkin, 2007b<ref>Wilkin, R.T., 2007. Copper. Monitored Natural Attenuation of Inorganic Contaminants in Groundwater, Volume 2 – Assessment for Non-Radionulcides Including Arsenic, Cadmium, Chromium, Copper, Lead, Nickel, Nitrate, Perchlorate, and Selenium, Edited by R.G. Ford, R.T. Wilkin, and R.W. Puls. U.S. Environmental Protection Agency, EPA/600/R-07/140.Pgs 33-41. [http://www.environmentalrestoration.wiki/images/3/3a/USEPA-2007-MNA_of_Inorganic_Contaminants_in_GW%2C_Vol_2.pdf Report pdf]</ref> Wilkin, 2007a<ref name="Wilkin2007a"/>
+
| 2,4-DNT || 0.04 || 0.002
 
|-
 
|-
| Lead|| No|| No|| Wilkin et al., 2007<ref>Wilkin, R.T., Brady, P.V., and Kent, D.B., 2007. Lead. Monitored Natural Attenuation of Inorganic Contaminants in Groundwater, Volume 2 – Assessment for Non-Radionulcides Including Arsenic, Cadmium, Chromium, Copper, Lead, Nickel, Nitrate, Perchlorate, and Selenium, Edited by R.G. Ford, R.T. Wilkin, and R.W. Puls. U.S. Environmental Protection Agency, EPA/600/R-07/140. Pgs 11-20.[http://www.environmentalrestoration.wiki/images/3/3a/USEPA-2007-MNA_of_Inorganic_Contaminants_in_GW%2C_Vol_2.pdf]</ref>; McLean and Bledsoe,1992<ref name = "Mclean1992"/>
+
| 2-ADNT || 0.08 || 0.002
 
|-
 
|-
| Mercury|| <span style="color:#FF0000"> '''Yes''' </span>|| <span style="color:#FF0000"> '''Yes''' </span>|| Barringer et al., 2013<ref name = "Barringer2013">Barringer, J.L., Szabo, Z., and Reilly, P.A., 2013. Occurrence and mobility of mercury in groundwater. In current perspectives in contaminant hydrology and water resources sustainability, edited by P.M. Bradley. [http://dx.doi.org/10.5772/55487  doi: 10.5772/55487]</ref>; Hem, 1970<ref name = "Hem1970"/>
+
| 4-ADNT || 0.08 || 0.002
 
|-
 
|-
| Uranium|| <span style="color:#FF0000"> '''Yes''' </span>|| <span style="color:#FF0000"> '''Yes''' </span>|| Langmuir, 1997<ref name="Langmuir1997"/>; Amonette, et al., 2010<ref>Amonette, J.E., Wilkin, R.T., Ford, R.G., 2010. Uranium. In Monitored Natural Attenuation of Inorganic Contaminants in Groundwater, Volume 3 – Assessment for Radionuclides Including Tritium, Radon, Strontium, Technetium, Uranium, Iodine, Radium, Thorium, Cesium, and Plutonium-Americium. Edited by R.G. Ford and R.T. Wilkin. U.S. Environmental Protection Agency, EPA/600/R-10/093. Pgs 53-67 [http://www.environmentalrestoration.wiki/index.php?title=File:USEPA-2010-MNA_of_Inorganic_Contaminants_in_GW,_Vol_3.pdf Report pdf]</ref>
+
| NG || 0.1 || 0.01
 
|-
 
|-
| Zinc|| No|| <span style="color:#FF0000"> '''Yes''' </span>|| McLean and Bledsoe, 1992.<ref name = "Mclean1992"/>
+
| [[Wikipedia: Dinitrobenzene | DNB ]] || 0.04 || 0.002
 
|-
 
|-
|colspan="12" style="color:black;text-align:left;"|Table 2: Redox sensitivity and complexity of speciation of some metal contaminants.
+
| [[Wikipedia: Tetryl | Tetryl ]]  || 0.04 || 0.01
 
|-
 
|-
 +
| [[Wikipedia: Pentaerythritol tetranitrate | PETN ]] || 0.2 || 0.016
 
|}
 
|}
 
All metal contaminants other than some man-made '''radionuclides''' exist naturally in subsurface aquifers. In some cases their natural concentrations in groundwater can exceed the drinking water standards such as MCLs<ref>Runnells, D.D., Shepherd, T.A. and Angino, E.E., 1992. Metals in water. Determining natural background concentrations in mineralized areas. Environmental Science & Technology, 26(12), pp.2316-2323. [http://dx.doi.org/10.1021/es00036a001 doi: 10.1021/es00036a001]</ref><ref name = "Barringer2013"/><ref>Welch, A.H., Watkins, S.A., Helsel, D.R. and Focazio, M.J., 2000. Arsenic in ground-water resources of the United States. US Geological Survey Fact Sheet, pp.063-00. [http://pubs.usgs.gov/fs/old.2000/fs063-00/fs063-00.html website]</ref> <ref>Welch, A.H., Westjohn, D.B., Helsel, D.R. and Wanty, R.B., 2000. Arsenic in ground water of the United States: occurrence and geochemistry. Ground water, 38(4), pp.589-604. [http://dx.doi.org/10.1111/j.1745-6584.2000.tb00251.x doi: 10.1111/j.1745-6584.2000.tb00251.x}</ref>. This can present a challenge to remediation, as well as regulation.
 
 
Building on the fundamental concepts described above, the Department of Energy developed a framework that relates metals mobility to redox sensitivity and other factors and is presented in a “scenarios approach” guidance document. With the tools in the scenarios document, groundwater professionals can use their knowledge of site data to quickly evaluate the mobility of several metals and other inorganics in groundwater (see '''Fig. 2 in MNA of Metal and Metalloid Contaminants''').
 
 
==Summary and Conclusions==
 
Metals and metalloids (compounds such as arsenic and antimony) are commonly found in groundwater, either as naturally occurring elements or as contaminants from man-made sources. The pH and Eh (redox potential) of groundwater, and other constituents present, determine the aqueous speciation of contaminant metals and greatly influences their mobility. Under some conditions, aqueous complexes may be dominant that promote partitioning of the metal/metalloid into the dissolved state, enhancing mobility of the contaminant. Under other conditions, aqueous speciation may promote adsorption or precipitation of the metal/metalloid, limiting its mobility. Some metals/metalloids are redox sensitive, meaning they can exist in groundwater in different oxidation states, determined by the conditions of the groundwater. The different oxidation states for a particular metal/metalloid can have vastly different mobility in groundwater. Therefore, understanding the speciation of a contaminant metal/metalloid is critical to determine if there is environmental risk associated with these metals in groundwater. Compounds that are adsorbed or precipitated may not pose any risk to the users of groundwater, while compounds that are present in the aqueous phase can pose a threat to those ingesting the groundwater if the concentrations are above risk-based levels. Design of effective remediation must also consider how speciation will affect different remedial options.
 
 
  
 
==References==
 
==References==
 
 
<references/>
 
<references/>
  
 
==See Also==
 
==See Also==
 +
*[https://itrcweb.org/ Interstate Technology and Regulatory Council]
 +
*[http://www.hawaiidoh.org/tgm.aspx Hawaii Department of Health]
 +
*[http://envirostat.org/ Envirostat]

Latest revision as of 18:58, 29 April 2020

The heterogeneous distribution of munitions constituents, released as particles from munitions firing and detonations on military training ranges, presents challenges for representative soil sample collection and for defensible decision making. Military range characterization studies and the development of the incremental sampling methodology (ISM) have enabled the development of recommended methods for soil sampling that produce representative and reproducible concentration data for munitions constituents. This article provides a broad overview of recommended soil sampling and processing practices for analysis of munitions constituents on military ranges.

Related Article(s):


CONTRIBUTOR(S): Dr. Samuel Beal


Key Resource(s):

Introduction

Figure 1: Downrange distance of visible propellant plume on snow from the firing of different munitions. Note deposition behind firing line for the 84-mm rocket. Data from: Walsh et al.[5][6]
Figure 2: A low-order detonation mortar round (top) with surrounding discrete soil samples produced concentrations spanning six orders of magnitude within a 10m by 10m area (bottom). (Photo and data: A.D. Hewitt)

Munitions constituents are released on military testing and training ranges through several common mechanisms. Some are locally dispersed as solid particles from incomplete combustion during firing and detonation. Also, small residual particles containing propellant compounds (e.g., nitroglycerin [NG] and 2,4-dinitrotoluene [2,4-DNT]) are distributed in front of and surrounding target practice firing lines (Figure 1). At impact areas and demolition areas, high order detonations typically yield very small amounts (<1 to 10 mg/round) of residual high explosive compounds (e.g., TNT , RDX and HMX ) that are distributed up to and sometimes greater than) 24 m from the site of detonation[7].

Low-order detonations and duds are thought to be the primary source of munitions constituents on ranges[8][9]. Duds are initially intact but may become perforated or fragmented into micrometer to centimeter;o0i0k-sized particles by nearby detonations[10]. Low-order detonations can scatter micrometer to centimeter-sized particles up to 20 m from the site of detonation[11]

The particulate nature of munitions constituents in the environment presents a distinct challenge to representative soil sampling. Figure 2 shows an array of discrete soil samples collected around the site of a low-order detonation – resultant soil concentrations vary by orders of magnitude within centimeters of each other. The inadequacy of discrete sampling is apparent in characterization studies from actual ranges which show wide-ranging concentrations and poor precision (Table 1).

In comparison to discrete sampling, incremental sampling tends to yield reproducible concentrations (low relative standard deviation [RSD]) that statistically better represent an area of interest[2].

Table 1. Soil Sample Concentrations and Precision from Military Ranges Using Discrete and Incremental Sampling. (Data from Taylor et al. [1] and references therein.)
Military Range Type Analyte Range
(mg/kg)
Median
(mg/kg)
RSD
(%)
Discrete Samples
Artillery FP 2,4-DNT <0.04 – 6.4 0.65 110
Antitank Rocket HMX 5.8 – 1,200 200 99
Bombing TNT 0.15 – 780 6.4 274
Mortar RDX <0.04 – 2,400 1.7 441
Artillery RDX <0.04 – 170 <0.04 454
Incremental Samples*
Artillery FP 2,4-DNT 0.60 – 1.4 0.92 26
Bombing TNT 13 – 17 14 17
Artillery/Bombing RDX 3.9 – 9.4 4.8 38
Thermal Treatment HMX 3.96 – 4.26 4.16 4
* For incremental samples, 30-100 increments and 3-10 replicate samples were collected.

Incremental Sampling Approach

ISM is a requisite for representative and reproducible sampling of training ranges, but it is an involved process that is detailed thoroughly elsewhere[2][1][3]. In short, ISM involves the collection of many (30 to >100) increments in a systematic pattern within a decision unit (DU). The DU may cover an area where releases are thought to have occurred or may represent an area relevant to ecological receptors (e.g., sensitive species). Figure 3 shows the ISM sampling pattern in a simplified (5x5 square) DU. Increments are collected at a random starting point with systematic distances between increments. Replicate samples can be collected by starting at a different random starting point, often at a different corner of the DU. Practically, this grid pattern can often be followed with flagging or lathe marking DU boundaries and/or sampling lanes and with individual pacing keeping systematic distances between increments. As an example, an artillery firing point might include a 100x100 m DU with 81 increments.

Figure 3. Example ISM sampling pattern on a square decision unit. Replicates are collected in a systematic pattern from a random starting point at a corner of the DU. Typically more than the 25 increments shown are collected

DUs can vary in shape (Figure 4), size, number of increments, and number of replicates according to a project’s data quality objectives.

Figure 4: Incremental sampling of a circular DU on snow shows sampling lanes with a two-person team in process of collecting the second replicate in a perpendicular path to the first replicate. (Photo: Matthew Bigl)

Sampling Tools

In many cases, energetic compounds are expected to reside within the soil surface. Figure 5 shows soil depth profiles on some studied impact areas and firing points. Overall, the energetic compound concentrations below 5-cm soil depth are negligible relative to overlying soil concentrations. For conventional munitions, this is to be expected as the energetic particles are relatively insoluble, and any dissolved compounds readily adsorb to most soils[12]. Physical disturbance, as on hand grenade ranges, may require deeper sampling either with a soil profile or a corer/auger.

Figure 5. Depth profiles of high explosive compounds at impact areas (bottom) and of propellant compounds at firing points (top). Data from: Hewitt et al. [13] and Jenkins et al. [14]

Soil sampling with the Cold Regions Research and Engineering Laboratory (CRREL) Multi-Increment Sampling Tool (CMIST) or similar device is an easy way to collect ISM samples rapidly and reproducibly. This tool has an adjustable diameter size corer and adjustable depth to collect surface soil plugs (Figure 6). The CMIST can be used at almost a walking pace (Figure 7) using a two-person sampling team, with one person operating the CMIST and the other carrying the sample container and recording the number of increments collected. The CMIST with a small diameter tip works best in soils with low cohesion, otherwise conventional scoops may be used. Maintaining consistent soil increment dimensions is critical.

The sampling tool should be cleaned between replicates and between DUs to minimize potential for cross-contamination[15].

Sample Processing

While only 10 g of soil is typically used for chemical analysis, incremental sampling generates a sample weighing on the order of 1 kg. Splitting of a sample, either in the field or laboratory, seems like an easy way to reduce sample mass; however this approach has been found to produce high uncertainty for explosives and propellants, with a median RSD of 43.1%[2]. Even greater error is associated with removing a discrete sub-sample from an unground sample. Appendix A in U.S. EPA Method 8330B[3] provides details on recommended ISM sample processing procedures.

Incremental soil samples are typically air dried over the course of a few days. Oven drying thermally degrades some energetic compounds and should be avoided[16]. Once dry, the samples are sieved with a 2-mm screen, with only the less than 2-mm fraction processed further. This size fraction represents the USDA definition of soil. Aggregate soil particles should be broken up and vegetation shredded to pass through the sieve. Samples from impact or demolition areas may contain explosive particles from low order detonations that are greater than 2 mm and should be identified, given appropriate caution, and potentially weighed.

The <2-mm soil fraction is typically still ≥1 kg and impractical to extract in full for analysis. However, subsampling at this stage is not possible due to compositional heterogeneity, with the energetic compounds generally present as <0.5 mm particles[7][11]. Particle size reduction is required to achieve a representative and precise measure of the sample concentration. Grinding in a puck mill to a soil particle size <75 µm has been found to be required for representative/reproducible sub-sampling (Figure 8). For samples thought to contain propellant particles, a prolonged milling time is required to break down these polymerized particles and achieve acceptable precision (Figure 9). Due to the multi-use nature of some ranges, a 5-minute puck milling period can be used for all soils. Cooling periods between 1-minute milling intervals are recommended to avoid thermal degradation. Similar to field sampling, sub-sampling is done incrementally by spreading the sample out to a thin layer and collecting systematic random increments of consistent volume to a total mass for extraction of 10 g (Figure 10).

  • Figure 6: CMIST soil sampling tool (top) and with ejected increment core using a large diameter tip (bottom).
  • Figure 7: Two person sampling team using CMIST, bag-lined bucket, and increment counter. (Photos: Matthew Bigl)
  • Figure 8: Effect of machine grinding on RDX and TNT concentration and precision in soil from a hand grenade range. Data from Walsh et al.[17]
  • Figure 9: Effect of puck milling time on 2,4-DNT concentration and precision in soil from a firing point. Data from Walsh et al.[18].
  • Figure 10: Incremental sub-sampling of a milled soil sample spread out on aluminum foil.
  • Analysis

    Soil sub-samples are extracted and analyzed following EPA Method 8330B[3] and Method 8095[4] using High Performance Liquid Chromatography (HPLC) and Gas Chromatography (GC), respectively. Common estimated reporting limits for these analysis methods are listed in Table 2.

    Table 2. Typical Method Reporting Limits for Energetic Compounds in Soil. (Data from Hewitt et al.[19])
    Compound Soil Reporting Limit (mg/kg)
    HPLC (8330) GC (8095)
    HMX 0.04 0.01
    RDX 0.04 0.006
    TNB 0.04 0.003
    TNT 0.04 0.002
    2,6-DNT 0.08 0.002
    2,4-DNT 0.04 0.002
    2-ADNT 0.08 0.002
    4-ADNT 0.08 0.002
    NG 0.1 0.01
    DNB 0.04 0.002
    Tetryl 0.04 0.01
    PETN 0.2 0.016

    References

    1. ^ 1.0 1.1 1.2 Taylor, S., Jenkins, T.F., Bigl, S., Hewitt, A.D., Walsh, M.E. and Walsh, M.R., 2011. Guidance for Soil Sampling for Energetics and Metals (No. ERDC/CRREL-TR-11-15). Report.pdf
    2. ^ 2.0 2.1 2.2 2.3 Hewitt, A.D., Jenkins, T.F., Walsh, M.E., Bigl, S.R. and Brochu, S., 2009. Validation of sampling protocol and the promulgation of method modifications for the characterization of energetic residues on military testing and training ranges (No. ERDC/CRREL-TR-09-6). Engineer Research and Development Center / Cold Regions Research and Engineering Lab (ERDC/CRREL) TR-09-6, Hanover, NH, USA. Report.pdf
    3. ^ 3.0 3.1 3.2 3.3 U.S. Environmental Protection Agency (USEPA), 2006. Method 8330B (SW-846): Nitroaromatics, Nitramines, and Nitrate Esters by High Performance Liquid Chromatography (HPLC), Rev. 2. Washington, D.C. Report.pdf
    4. ^ 4.0 4.1 U.S. Environmental Protection Agency (US EPA), 2007. Method 8095 (SW-846): Explosives by Gas Chromatography. Washington, D.C. Report.pdf
    5. ^ Walsh, M.R., Walsh, M.E., Ampleman, G., Thiboutot, S., Brochu, S. and Jenkins, T.F., 2012. Munitions propellants residue deposition rates on military training ranges. Propellants, Explosives, Pyrotechnics, 37(4), pp.393-406. doi: 10.1002/prep.201100105
    6. ^ Walsh, M.R., Walsh, M.E., Hewitt, A.D., Collins, C.M., Bigl, S.R., Gagnon, K., Ampleman, G., Thiboutot, S., Poulin, I. and Brochu, S., 2010. Characterization and Fate of Gun and Rocket Propellant Residues on Testing and Training Ranges: Interim Report 2. (ERDC/CRREL TR-10-13. Also: ESTCP Project ER-1481) Report
    7. ^ 7.0 7.1 Walsh, M.R., Temple, T., Bigl, M.F., Tshabalala, S.F., Mai, N. and Ladyman, M., 2017. Investigation of Energetic Particle Distribution from High‐Order Detonations of Munitions. Propellants, Explosives, Pyrotechnics, 42(8), pp.932-941. doi: 10.1002/prep.201700089 Report.pdf
    8. ^ Hewitt, A.D., Jenkins, T.F., Walsh, M.E., Walsh, M.R. and Taylor, S., 2005. RDX and TNT residues from live-fire and blow-in-place detonations. Chemosphere, 61(6), pp.888-894. doi: 10.1016/j.chemosphere.2005.04.058
    9. ^ Walsh, M.R., Walsh, M.E., Poulin, I., Taylor, S. and Douglas, T.A., 2011. Energetic residues from the detonation of common US ordnance. International Journal of Energetic Materials and Chemical Propulsion, 10(2). doi: 10.1615/IntJEnergeticMaterialsChemProp.2012004956 Report.pdf
    10. ^ Walsh, M.R., Thiboutot, S., Walsh, M.E., Ampleman, G., Martel, R., Poulin, I. and Taylor, S., 2011. Characterization and fate of gun and rocket propellant residues on testing and training ranges (No. ERDC/CRREL-TR-11-13). Engineer Research and Development Center / Cold Regions Research and Engineering Lab (ERDC/CRREL) TR-11-13, Hanover, NH, USA. Report.pdf
    11. ^ 11.0 11.1 Taylor, S., Hewitt, A., Lever, J., Hayes, C., Perovich, L., Thorne, P. and Daghlian, C., 2004. TNT particle size distributions from detonated 155-mm howitzer rounds. Chemosphere, 55(3), pp.357-367. Report.pdf
    12. ^ Pennington, J.C., Jenkins, T.F., Ampleman, G., Thiboutot, S., Brannon, J.M., Hewitt, A.D., Lewis, J., Brochu, S., 2006. Distribution and fate of energetics on DoD test and training ranges: Final Report. ERDC TR-06-13, Vicksburg, MS, USA. Also: SERDP/ESTCP Project ER-1155. Report.pdf
    13. ^ Hewitt, A.D., Jenkins, T.F., Ramsey, C.A., Bjella, K.L., Ranney, T.A. and Perron, N.M., 2005. Estimating energetic residue loading on military artillery ranges: Large decision units (No. ERDC/CRREL-TR-05-7). Report.pdf
    14. ^ Jenkins, T.F., Ampleman, G., Thiboutot, S., Bigl, S.R., Taylor, S., Walsh, M.R., Faucher, D., Mantel, R., Poulin, I., Dontsova, K.M. and Walsh, M.E., 2008. Characterization and fate of gun and rocket propellant residues on testing and training ranges (No. ERDC-TR-08-1). Report.pdf
    15. ^ Walsh, M.R., 2009. User’s manual for the CRREL Multi-Increment Sampling Tool. Engineer Research and Development Center / Cold Regions Research and Engineering Lab (ERDC/CRREL) SR-09-1, Hanover, NH, USA. Report.pdf
    16. ^ Cragin, J.H., Leggett, D.C., Foley, B.T., and Schumacher, P.W., 1985. TNT, RDX and HMX explosives in soils and sediments: Analysis techniques and drying losses. (CRREL Report 85-15) Hanover, NH, USA. Report.pdf
    17. ^ Walsh, M.E., Ramsey, C.A. and Jenkins, T.F., 2002. The effect of particle size reduction by grinding on subsampling variance for explosives residues in soil. Chemosphere, 49(10), pp.1267-1273. doi: 10.1016/S0045-6535(02)00528-3
    18. ^ Walsh, M.E., Ramsey, C.A., Collins, C.M., Hewitt, A.D., Walsh, M.R., Bjella, K.L., Lambert, D.J. and Perron, N.M., 2005. Collection methods and laboratory processing of samples from Donnelly Training Area Firing Points, Alaska, 2003 (No. ERDC/CRREL-TR-05-6). Report.pdf
    19. ^ Hewitt, A., Bigl, S., Walsh, M., Brochu, S., Bjella, K. and Lambert, D., 2007. Processing of training range soils for the analysis of energetic compounds (No. ERDC/CRREL-TR-07-15). Hanover, NH, USA. Report.pdf

    See Also