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[[Wikipedia: Activated carbon | Activated carbon]] (AC) can be used to reduce contaminant flux from sediments to surface water and subsequently reduce contaminant uptake by plants and animals. Multiple field-scale demonstrations and final remedies have been completed in which AC was incorporated into the sediment bioactive zone or added as a thin-layer cap over the top of the sediments.  Incorporation of AC into the bioactive zone has less impact on the existing flora and fauna but is only applicable to lower energy environments (wetlands, slow moving rivers and lakes). In higher energy environments where sediment erosion may occur, AC may be applied as a separate layer or blended with other capping materials.  When considering AC addition to sediments, the reductions in contaminant flux to surface water and contaminant uptake by [[Wikipedia: Biome | biota]] should be weighed against potential negative ecological effects.
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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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'''Related Article(s)''':  
 
'''Related Article(s)''':  
*[[Contaminated Sediments - Introduction]]
 
*Sediments - Capping (coming soon)
 
*[[In Situ Groundwater Treatment with Activated Carbon]]
 
  
  
'''CONTRIBUTOR(S):'''  [[Upal Ghosh| Dr. Upal Ghosh]]
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'''CONTRIBUTOR(S):'''  [[Dr. Samuel Beal]]
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'''Key Resource(s)''':  
 
'''Key Resource(s)''':  
*[[media: 2020-SERDP-In-place_Remediation_Technologies_for_Contaminated_Sediments.pdf| Strategic Environmental Research and Development Program and Environmental Security Technology Certification Program (SERDP/ESTCP), 2020. In-place Remediation Technologies for Contaminated Sediments]]<ref>Strategic Environmental Research and Development Program and Environmental Security Technology Certification Program (SERDP/ESTCP), 2020. In-place Remediation Technologies for Contaminated Sediments [[media:2020-SERDP-In-place_Remediation_Technologies_for_Contaminated_Sediments.pdf| Report.pdf]]</ref> Areas/Environmental-Restoration/Contaminated-Sediments/In-place-Remediation</ref>
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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>
*[[media:2013-USEPA-Use_of_Amendments.pdf| U.S. Environmental Protection Agency (USEPA), 2013. Use of Amendments for In Situ Remediation at Superfund Sediment Sites. Office of Superfund Remediation and Technology Innovation. OSWER Directive 9200.2-128FS]]<ref name="USEPA2013">U.S. Environmental Protection Agency (US EPA), 2013. Use of Amendments for In Situ Remediation at Superfund Sediment Sites. Office of Superfund Remediation and Technology Innovation. OSWER Directive 9200.2-128FS.[[media:2013-USEPA-Use_of_Amendments.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>
  
 
==Introduction==
 
==Introduction==
Research over the last two decades has demonstrated that native black carbon particles in sediments (e.g. soot, coal, and charcoal) very strongly bind hydrophobic organic compounds (HOCs). When present in sediments (both natural and anthropogenic), these materials reduce contaminant exposure<ref>Gustafsson, Ö., Haghseta, F., Chan, C., MacFarlane, J. and Gschwend, P.M., 1996. Quantification of the dilute sedimentary soot phase: Implications for PAH speciation and bioavailability. Environmental Science & Technology, 31(1), pp.203-209. [https://doi.org/10.1021/es960317s doi: 10.1021/es960317s]</ref><ref name= "Ghosh2000">Ghosh, U., Gillette, J.S., Luthy, R.G. and Zare, R.N., 2000. Microscale location, characterization, and association of polycyclic aromatic hydrocarbons on harbor sediment particles. Environmental Science & Technology, 34(9), pp.1729-1736. [[media:2000-Ghosh-Microscale_Location%2C_Characterization%2C_and_Association_of_Polycyclic_Aromatic_Hydrocarbons.pdf| Report.pdf]]</ref><ref>Cornelissen, G., Gustafsson, Ö., Bucheli, T.D., Jonker, M.T., Koelmans, A.A. and van Noort, P.C., 2005. Extensive sorption of organic compounds to black carbon, coal, and kerogen in sediments and soils: mechanisms and consequences for distribution, bioaccumulation, and biodegradation. Environmental science & technology, 39(18), pp.6881-6895. [https://doi.org/10.1021/es050191b doi: 10.1021/es050191b]</ref>, often by one order of magnitude or more compared to natural organic matter. This observation of natural contaminant sequestration in native black carbon particles has led to the approach of enhancing native sorption by introducing clean, manufactured black carbon materials such as activated carbon into sediments which provides a novel approach for ''in situ'' management of contaminated sediments<ref name= "Ghosh2000"/>. While historically, most sediment remedies have involved sediment removal, there is growing interest in treating contaminated sediments ''in situ'', especially through the use of amendments as described in a US EPA Directive<ref name= "USEPA2013"/>.
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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)]]
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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>
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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).
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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"/>.
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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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|-
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! Military Range Type !! Analyte !! Range<br/>(mg/kg) !! Median<br/>(mg/kg) !! RSD<br/>(%)
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|-
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| colspan="5" style="text-align: left;" | '''Discrete Samples'''
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|-
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| Artillery FP || 2,4-DNT || <0.04 – 6.4 || 0.65 || 110
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|-
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| Antitank Rocket || HMX || 5.8 – 1,200 || 200 || 99
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|-
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| Bombing || TNT || 0.15 – 780 || 6.4 || 274
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|-
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| Mortar || RDX || <0.04 – 2,400 || 1.7 || 441
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|-
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| Artillery || RDX || <0.04 – 170 || <0.04 || 454
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|-
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| colspan="5" style="text-align: left;" | '''Incremental Samples*'''
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|-
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| Artillery FP || 2,4-DNT || 0.60 – 1.4 || 0.92 || 26
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|-
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| Bombing || TNT || 13 – 17 || 14 || 17
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|-
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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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|-
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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.
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|}
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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]]
  
''In situ'' sediment treatment commonly involves the addition of amendments to accelerate contaminant removal and/or immobilize the contaminant<ref name= "ITRC2014CSR">Interstate Technology & Regulatory Council (ITRC). 2014. Contaminated Sediments Remediation, CS-2. Washington, D.C.: Interstate Technology & Regulatory Council, Contaminated Sediments Team. [[media:2014-ITRC-Contaminated_Sediments_Remediation.pdf| Report.pdf]]</ref>.  Amendments that have been considered for sediment treatment include [[Wikipedia: Organoclay | organophilic clay]], [[Wikipedia: Zeolite | zeolites]], [[Wikipedia: Bauxite | bauxite]], [[Wikipedia: Iron(III) oxide-hydroxide | iron oxide/hydroxide]], [[Wikipedia: Apatite | apatite]], [[Wikipedia: Zerovalent iron | zero valent iron]] and activated carbon<ref>O'Day, P.A. and Vlassopoulos, D., 2010. Mineral-based amendments for remediation. Elements, 6(6), pp.375-381 [https://doi.org/10.2113/gselements.6.6.375 doi: 10.2113/gselements.6.6.375]</ref>.
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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.
  
Activated carbon (AC) has a strong affinity for a wide range of toxic chemicals and has been used to treat air discharges, potable water, wastewater, and [[In Situ Groundwater Treatment with Activated Carbon | groundwater]].  Strong sorbents including AC have not traditionally been used for management of contaminated sediments.  However, recent work has investigated the use of AC as a thin-layer cap or incorporated into the sediment to reduce contaminant exposure to native organisms <ref>Gilmour, C., Bell, T., Soren, A., Riedel, G., Riedel, G., Kopec, D., Bodaly, D. and Ghosh, U., 2018. Activated carbon thin-layer placement as an in situ mercury remediation tool in a Penobscot River salt marsh. Science of The Total Environment, 621, pp.839-848. [https://doi.org/10.1016/j.scitotenv.2017.11.050 doi: 10.1016/j.scitotenv.2017.11.050]</ref><ref name= "Ghosh2000"/>).
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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)]]
  
''In situ'' treatment via contaminant immobilization is an innovative sediment remediation approach that involves introducing sorbent amendments such as activated carbon (AC) into contaminated sediments to alter sediment geochemistry, increase contaminant binding, and decrease bioavailability.  A variation of this approach involves placement of an activated carbon barrier layer as part of an active cap over contaminated sediments. The use of activated carbon as ''in situ'' sediment treatment versus its use as an active cap is illustrated in Figure 1. When used for ''in situ'' treatment, the AC is incorporated into the surficial bioactive zone of sediments.  An active cap involves placement of a new layer of cap materials (typically sand) that includes a strong sorbent dispersed within the cap or placed as part of a multi-layer cap. A recent innovation in ''in situ'' remediation includes the addition of microbial degraders along with AC to break down the adsorbed pollutants over time<ref>Payne, R.B., Ghosh, U., May, H.D., Marshall, C.W. and Sowers, K.R., 2019. A Pilot-Scale Field Study: In Situ Treatment of PCB-Impacted Sediments with Bioamended Activated Carbon. Environmental Science & Technology, 53(5), pp.2626-2634. [https://doi.org/10.1021/acs.est.8b05019 doi: 10.1021/acs.est.8b05019]</ref>.
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==Sampling Tools==
[[File:Ghosh2w2Fig1.png|thumb|left|Figure 1.  Use of activated carbon in an active cap (left) and incorporation into surficial bioactive zone (right).]]
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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.
  
==''In Situ'' AC Amendment==
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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>]]
As illustrated in Figure 1, ''in situ'' treatment with a sorbent amendment targets the bioactive zone of sediments that can range from 2” in freshwater sediments to nearly 12” in some marine environments.  The surficial bioactive zone is considered to be the zone that primarily contributes to exposure though bioaccumulation in [[Wikipedia: Benthic zone | benthic]] organisms and also through chemical flux into the surface water. Amendment of this zone with a suitable strong sorbent can result in the reduction of freely dissolved porewater concentrations of chemicals in sediments and therefore reduced bioavailability. A typical amendment dose (5% dry weight) has minimal impact on sediment [[Wikipedia: Bathymetry | bathymetry]] and is suitable where altering the depth of water is a concern. Using less intrusive application methods, existing vegetation and fauna can be protected and chemical release during application can be minimized. However, these less intrusive methods are primarily used in low energy environments (wetlands, slow moving rivers, and lakes) where sediment erosion and mobilization are unlikely.  
 
  
Laboratory tests with aged contaminated sediments show substantial reductions in contaminant bioavailability after AC amendment.  In tests with a range of field sediments, 2-5% AC amendment reduced equilibrium porewater concentration of [[Wikipedia: Polychlorinated biphenyl | PCBs]], [[Wikipedia: Polycyclic aromatic hydrocarbon | PAHs]], [[Wikipedia: DDT | DDT]], [[Wikipedia: Dioxins and dioxin-like compounds | dioxins]], and [[Wikipedia: Furan | furans]] by 70 to 99%<ref name= "Zimmerman2005">Zimmerman, J.R., Werner, D., Ghosh, U., Millward, R.N., Bridges, T.S. and Luthy, R.G., 2005. Effects of dose and particle size on activated carbon treatment to sequester polychlorinated biphenyls and polycyclic aromatic hydrocarbons in marine sediments. Environmental Toxicology and Chemistry: An International Journal, 24(7), pp.1594-1601. [https://doi.org/10.1897/04-368R.1 doi: 10.1897/04-368R.1]</ref><ref name= "Millward2005">Millward, R.N., Bridges, T.S., Ghosh, U., Zimmerman, J.R. and Luthy, R.G., 2005. Addition of activated carbon to sediments to reduce PCB bioaccumulation by a polychaete (Neanthes arenaceodentata) and an amphipod (Leptocheirus plumulosus). Environmental Science & Technology, 39(8), pp.2880-2887. [https://doi.org/10.1021/es048768x doi: 10.1021/es048768x]</ref><ref name= "Sun2007">Sun, X. and Ghosh, U., 2007. PCB bioavailability control in Lumbriculus variegatus through different modes of activated carbon addition to sediments. Environmental Science & Technology, 41(13), pp.4774-4780. [https://doi.org/10.1021/es062934e doi: 10.1021/es062934e]</ref><ref>Tomaszewski, J.E., Werner, D. and Luthy, R.G., 2007. Activated carbon amendment as a treatment for residual DDT in sediment from a superfund site in San Francisco Bay, Richmond, California, USA. Environmental Toxicology and Chemistry: An International Journal, 26(10), pp.2143-2150. [https://doi.org/10.1897/07-179R.1 doi: 10.1897/07-179R.1]</ref><ref>Fagervold, S.K., Chai, Y., Davis, J.W., Wilken, M., Cornelissen, G. and Ghosh, U., 2010. Bioaccumulation of polychlorinated dibenzo-p-dioxins/dibenzofurans in E. fetida from floodplain soils and the effect of activated carbon amendment. Environmental Science & Technology, 44(14), pp.5546-5552. [https://doi.org/10.1021/es9027138 doi: 10.1021/es9027138]</ref><ref>Sanders, J.P., Andrade, N.A., Menzie, C.A., Amos, C.B., Gilmour, C.C., Henry, E.A., Brown, S.S. and Ghosh, U., 2018. Persistent reductions in the bioavailability of PCBs at a tidally inundated Phragmites australis marsh amended with activated carbon. Environmental Toxicology and Chemistry, 37(9), pp.2496-2505. [https://doi.org/10.1002/etc.4186 doi: 10.1002/etc.4186]</ref>, which is expected to reduce the diffusive flux of HOCs into the water column and uptake by plants and animals. Studies using benthic organisms typically show a 70-90% reduction in uptake of hydrophobic contaminants when compared to untreated control contaminated sediment<ref name= "Millward2005"/><ref name= "Sun2007"/><ref name = "Beckingham2011">Beckingham, B., and Ghosh, U., 2011. Field-scale reduction of PCB bioavailability with activated carbon amendment to river sediments. Environmental Science and Technology, 45(24), pp. 10567-10574. [https://doi.org/10.1021/es202218p doi: 10.1021/es202218p]</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.
  
Multiple studies have demonstrated that particle size has a major influence on the effectiveness of AC amendment<ref name= "Zimmerman2005"/>.  Access to internal sorption sites and overall mass transfer is more effective in powdered or fine size AC compared to granular AC<ref>Sun, X., Werner, D. and Ghosh, U., 2009. Modeling PCB mass transfer and bioaccumulation in a freshwater oligochaete before and after amendment of sediment with activated carbon. Environmental Science & Technology, 43(4), pp.1115-1121. [https://doi.org/10.1021/es801901q doi: 10.1021/es801901q]</ref>.
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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>.
  
In general, studies have demonstrated that contaminant bioavailability in sediments can be reduced with engineered amendments.  Over the long term, the treated layer of sediment is expected to be buried by new, cleaner sediments (Figure 2). The treated layer then continues to serve as a barrier layer between the deeper contaminated sediments and newly deposited cleaner sediments on top.
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==Sample Processing==
[[File:Ghosh2w2Fig2.PNG|right|400 px]]
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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.
  
==Active Capping with AC==
+
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.
An alternative approach to ''in situ'' sorbent amendment is the placement of a cap that incorporates sorbent materials either as a distinct layer or dispersed in the cap media (Figure 1). This approach is more suitable for environments prone to high energy flows that may require some form of armoring to maintain physical stability of the sediments and amendments. However, a key disadvantage is the much larger quantity of material that will need to be placed and associated potential damage to existing benthic community and vegetation.  While there are several modeling studies on the effectiveness of active caps<ref>Viana, P.Z., Yin, K. and Rockne, K.J., 2008. Modeling active capping efficacy. 1. Metal and organometal contaminated sediment remediation. Environmental science & technology, 42(23), pp.8922-8929. [https://doi.org/10.1021/es800942t doi: 10.1021/es800942t]</ref>, there is much less information on laboratory and pilot-scale studies of active capping.  In recent work, PAH concentrations in the pore water of activated carbon amended caps were reduced by 3−4 orders of magnitude, even after several hundred pore volumes of groundwater discharged upward through the sediment<ref>Gidley, P.T., Kwon, S., Yakirevich, A., Magar, V.S. and Ghosh, U., 2012. Advection dominated transport of polycyclic aromatic hydrocarbons in amended sediment caps. Environmental Science & Technology, 46(9), pp.5032-5039. [https://doi.org/10.1021/es202910c  doi: 10.1021/es202910c]</ref><ref>Vlassopoulos, D.; Russell, K.; Larosa, P.; Brown, R.; Mohan, R.; Glaza, E.; Drachenberg, T.; Reible, D.; Hague, W.; McAuliffe, J.; Miller, S., 2017. Evaluation, Design, and Construction of Amended Reactive Caps to Restore Onondaga Lake, Syracuse, New York, USA. Journal of Marine Environmental Engineering, 10(1), pp. 13-27 [[media:2017-Vlassopoulos-Evaluation_Design_and_Construction.pdf| Report.pdf]]</ref>.  
 
  
==Ecological Impacts of Amendments==
+
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).
The addition of new material (activated carbon or cap materials) has the potential to impact the native benthic community and vegetation. After large-scale capping projects, benthic habitat is expected to recover over time through recolonization and new sediment deposition<ref>Polayes, J., 1997. Habitat Considerations for large-Scale Sediment Capping Projects. Issue Paper, Washington State Department of Ecology [[media: 1997-Polayes-_Habitat_Considerations.pdf| Report.pdf]]</ref>.  However, a new thick layer of sand or other capping material will likely have short-term negative effects<ref>Cornelissen, G., Elmquist Kruså, M., Breedveld, G.D., Eek, E., Oen, A.M., Arp, H.P.H., Raymond, C., Samuelsson, G., Hedman, J.E., Stokland, Ø. and Gunnarsson, J.S., 2011. Remediation of contaminated marine sediment using thin-layer capping with activated carbon - a field experiment in Trondheim Harbor, Norway. Environmental Science & Technology, 45(14), pp.6110-6116. [https://doi.org/10.1021/es2011397 doi: 10.1021/es2011397]</ref>.  Over several seasonal cycles, new cleaner sediments will be deposited, which should allow the benthic community to re-establish. In a review of the short-term biological response of AC amendment to sediment, adverse ecological responses to AC exposure were observed in one-fifth of 82 tests<ref>Janssen, E.M.L. and Beckingham, B.A., 2013. Biological responses to activated carbon amendments in sediment remediation. Environmental Science & Technology, 47(14), pp.7595-7607. [[media:2013-Janssen_and_Beckingham_-_Biological_Responses_to_Activated_Carbon_Amendments.pdf| Report.pdf]]</ref> demonstrating that the positive impacts of reduced contaminant bioaccumulation should be balanced against potential negative effects. However, the long-term impacts of direct sediment amendment with activated carbon are just starting to be understood. Field demonstrations of fine-grained activated carbon application in a freshwater river sediment did not observe any negative impacts on the native benthic community over 3 years of post-application monitoring <ref name = "Beckingham2011"/>.
 
  
==Pilot-Scale and Full-Scale Applications==
+
<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>
Over 25 field-scale demonstrations of AC use in sediment management have been completed or are underway.  These projects span a range of environmental conditions in the United States and Norway<ref name= "Patmont2015">Patmont, C.R., Ghosh, U., LaRosa, P., Menzie, C.A., Luthy, R.G., Greenberg, M.S., Cornelissen, G., Eek, E., Collins, J., Hull, J. and Hjartland, T., 2015. In situ sediment treatment using activated carbon: a demonstrated sediment cleanup technology. Integrated environmental assessment and management, 11(2), pp.195-207. [[media:2015-Patmont-In_Situ_Sediment_Treatment.pdf| Report.pdf]]</ref>. The first two demonstration projects were implemented in a tidal mud-flat (Hunters Point, CA) and in a river (Grasse River, NY). Both pilot-scale projects successfully demonstrated that AC amendment to reduce PCB bioavailability is feasible<ref>Cho, Y.M., Ghosh, U., Kennedy, A.J., Grossman, A., Ray, G., Tomaszewski, J.E., Smithenry, D.W., Bridges, T.S. and Luthy, R.G., 2009. Field application of activated carbon amendment for in-situ stabilization of polychlorinated biphenyls in marine sediment. Environmental Science & Technology, 43(10), pp.3815-3823. [https://doi.org/10.1021/es802931c doi: 10.1021/es802931c]</ref><ref name = "Beckingham2011"/>).  Other demonstration projects involve variations of both ''in situ'' sediment amendment approaches and ''in situ'' active capping approaches<ref name= "Patmont2015"/>.  At two pilot-scale demonstration sites, the AC layer was stable over a period of 6 to 10 years and continued to reduce PCB bioavailability in sediments<ref>Bridges, T., 2015. Long-Term stability and efficacy of historic activated carbon (AC) deployments at diverse freshwater and marine remediation sites. Environmental Security Technology Certification Program (ESTCP), Alexandria, VA. Project number ER-201580. [[media:2015-Bridges_2015-_long-term_Stability_and_Efficacy-ER-201580.pdf| Report.pdf]]</ref>. The first full-scale application of ''in situ'' treatment of sediments with AC was performed in a 5-acre lake in Delaware in 2013 using a pelletized form of activated carbon marketed as SediMite™ (Figure 3). The project demonstrated reductions in PCB uptake in fish 3 years after application of AC<ref>Patmont, E., Jalalizadeh, M., Bokare, M., Needham, T., Vance, J., Greene, R., Cargill, J. and Ghosh, U., 2020. Full-Scale Application of Activated Carbon to Reduce Pollutant Bioavailability in a 5-Acre Lake. Journal of Environmental Engineering, 146(5), p.04020024. [https://doi.org/10.1061/(ASCE)EE.1943-7870.0001667 doi: 10.1061/(ASCE)EE.1943-7870.0001667]</ref>.
+
<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>
  
[[File:Ghosh2w2Fig3.png|thumb|left|Figure 3. Telebelt conveyor spreading AC in a pelletized form (SediMite™) across Mirror Lake, DE.]]
+
==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.
  
==Summary==
+
{| class="wikitable" style="float: center; text-align: center; margin-left: auto; margin-right: auto;"
Proper site-specific balancing of the potential benefits, negative ecological effects, and costs of ''in situ'' treatment relative to other sediment cleanup technologies is important to successful full-scale application of this approach. As discussed in US EPA (2005)<ref>U.S. Environmental Protection Agency (US EPA), 2005. Contaminated Sediment Remediation Guidance for Hazardous Waste Sites. EPA-540-R-05-012. OSWER 9355.0-85[[media:2005-USEPA-Contaminated_Sediment_Remediation_Guidance.pdf| Report.pdf]]</ref> and ITRC (2014)<ref name= "ITRC2014CSR"/> guidance documents, at most sites a combination of sediment cleanup technologies applied to specific zones within the sediment cleanup area will result in a remedy that achieves long-term protection while minimizing short term negative impacts and achieving greater cost effectiveness. It is evident from the extensive experimental studies and field-scale projects that, when applied correctly, ''in situ'' treatment of sediment HOCs using powdered or fine-grained AC has progressed from an innovative sediment remediation approach to a proven and reliable technology - one that is ready for full-scale remedial application at a wide range of aquatic sites.
+
|+ 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)
 +
|-
 +
| HMX || 0.04 || 0.01
 +
|-
 +
| RDX || 0.04 || 0.006
 +
|-
 +
| [[Wikipedia: 1,3,5-Trinitrobenzene | TNB]] || 0.04 || 0.003
 +
|-
 +
| TNT || 0.04 || 0.002
 +
|-
 +
| [[Wikipedia: 2,6-Dinitrotoluene | 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
 +
|-
 +
| [[Wikipedia: Dinitrobenzene | DNB ]] || 0.04 || 0.002
 +
|-
 +
| [[Wikipedia: Tetryl | Tetryl ]]  || 0.04 || 0.01
 +
|-
 +
| [[Wikipedia: Pentaerythritol tetranitrate | PETN ]] || 0.2 || 0.016
 +
|}
  
 
==References==
 
==References==
Line 52: Line 127:
  
 
==See Also==
 
==See Also==
*[https://www.epa.gov/superfund/superfund-contaminated-sediments US EPA Superfund: Contaminated Sediments]
+
*[https://itrcweb.org/ Interstate Technology and Regulatory Council]
*[https://www.youtube.com/watch?v=gplVE07eUq4 In situ remediation of Mirror Lake, DE]
+
*[http://www.hawaiidoh.org/tgm.aspx Hawaii Department of Health]
*[https://www.youtube.com/watch?v=3tcV6vmJJ8Y In situ remediation using AC and bioamendments in Wilmington, DE]
+
*[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
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    See Also