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The term ''alternative endpoints'' includes a variety of formal designations permitted under specific Federal and State programs to shape groundwater remediation goals on a site-specific basis. Alternative endpoints are management approaches considered at highly complex sites where complete groundwater restoration is not likely possible within the next few decades using best available technologies. The approaches include technical impracticability (TI) waivers, alternate concentration limits (ACLs), groundwater reclassification, designations of points of compliance and more. These management approaches are typically used along with remediation technologies and institutional controls to protect human health and environment. This article describes several alternative endpoints, their regulatory basis, and the circumstances under which they can be considered at a site.  
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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.  
 
 
 
<div style="float:right;margin:0 0 2em 2em;">__TOC__</div>
 
<div style="float:right;margin:0 0 2em 2em;">__TOC__</div>
  
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'''Related Article(s)''':
  
  
'''Related Article(s):'''
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'''CONTRIBUTOR(S):''' [[Dr. Samuel Beal]]
 
 
 
 
'''CONTRIBUTOR(S):''' [[Elisabeth Hawley]] and [[Dr. Rula Deeb]]
 
 
 
  
'''Key Resource(s):'''
 
  
*[[media:Deeb-2011_Assessing_Alt_Endpoints_for_GW_Rem_ER-200832.pdf| Assessing Alternative Endpoints for Groundwater Remediation at Contaminated Sites]]<ref name = "Deeb2011">Deeb, R., Hawley, E., Kell, L. and O'Laskey, R., 2011. Assessing alternative endpoints for groundwater remediation at contaminated sites[[media:Deeb-2011_Assessing_Alt_Endpoints_for_GW_Rem_ER-200832.pdf| ER-200832]]</ref>
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'''Key Resource(s)''':
*[https://www.springer.com/us/book/9781461469216 Groundwater Remediation and the use of Alternative Endpoints at Highly Complex Sites]<ref>Hawley, E.L., Deeb, R.A. and Levine, H., 2014. Groundwater Remediation and the Use of Alternative Endpoints at Highly Complex Sites. In Chlorinated Solvent Source Zone Remediation (pp. 627-652). Springer, New York, NY.[https://www.springer.com/us/book/9781461469216 doi: 10.1007/978-1-4614-6922-3]</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>
*[https://rmcs-1.itrcweb.org Remediation Management of Complex Sites]<ref>Interstate Technology & Regulatory Council (ITRC), 2017. Remediation Management of Complex Sites. RMCS-1. Washington, D.C. Interstate Technology & Regulatory Council Remediation Management of Complex Sites Team.[https://rmcs-1.itrcweb.org Website]</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==
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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)]]
  
[[File:Hawley1w2 Fig1.png|500 px|thumbnail |right|Figure 1. TI Zone and other Remedy Components at the Koppers Oroville Wood Treatment Facility<ref>U.S. Environmental Protection Agency (USEPA), 2013. Fourth Five-Year Review for Koppers Company, Inc. Superfund Site, Oroville, Butte County, California. August.[[media:USEPA-2013_Koppers_Oroville_4th_5YR_.pdf Report.pdf]]</ref>]] Alternative endpoints and other approaches were first described in an ESTCP report titled “Assessing alternative endpoints for groundwater remediation at contaminated sites”<ref name = "Deeb2011"/> and subsequently reiterated elsewhere<ref>Hawley, E.L., Deeb, R.A. and Levine, H., 2014. Groundwater Remediation and the Use of Alternative Endpoints at Highly Complex Sites. In Chlorinated Solvent Source Zone Remediation (pp. 627-652). Springer, New York, NY.[https://www.springer.com/us/book/9781461469216 doi: 10.1007/978-1-4614-6922-3]</ref>. Several types of alternative endpoints include the following: TI waivers, other Applicable Relevant and Appropriate Requirements (ARAR) waivers, ACLs, state designations for technical impracticability, groundwater management/containment zones, and groundwater classification exception areas. Other organizations have since recognized the topic and discussed aspects of alternative endpoints in technical and regulatory guidance documents (e.g., ITRC in press<ref name= "ITRC2012">Interstate Technology & Regulatory Council (ITRC). 2012. Using Remediation Risk Management to Address Groundwater Cleanup Challenges at Complex Sites. RRM-2. Washington, D.C.: Interstate Technology & Regulatory Council, Remediation Risk Management Team.[[media:ITRC-2012._Using_Reediation_Risk_Management_to_addr_GW_Cleanup_Challenges.pdf| Report.pdf]]</ref><ref>USEPA, 2014. Groundwater Remedy Completion Strategy: Moving Forward with the End in Mind.[[media:USEPA, 2014. Groundwater Remedy Completion Strategy: Moving Forward with the End in Mind.| Report.pdf]]</ref><ref name= "USEPA2011">U.S. Environmental Protection Agency (USEPA), 2011. Groundwater Road Map: Recommended Process for Restoring Contaminated Groundwater at Superfund Sites.[[media:USEPA-2011._Groundwater_Road_Map_-_Recommended_Process_for_Restoring_Cont._GW.pdf| Report.pdf]]</ref><ref>Kavanaugh, M.C., Arnold, W.A., Beck, B.D., Chin, Y., Chowdhury, Z., Ellis, D.E., Illangasekare, T.H., Johnson, P.C., Mehran, M., Mercer, J.W. and Pennell, K.D., 2013. Alternatives for managing the nation's complex contaminated groundwater sites. National Research Council, National Academies Press. [[media:NRC-2013_Alternatives_for_Managing_Complex_GW_Sites.pdf doi 10.17226/14668| Report.pdf]]</ref><ref>National Research Council, 2005. Contaminants in the subsurface: Source zone assessment and remediation. National Academies Press.[[media:NRC-2005_Contaminants_in_the_Subsurface.pdf doi 10.17226/11146| Report.pdf ]]</ref>). The following sections examine several examples of alternative endpoints and other approaches, as well as references for more information.
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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>.
  
==Technical Impracticability (TI) Waivers==
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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>
  
Remediation goals in the Comprehensive Environmental Response Compensation and Liability Act (CERCLA) program, also known as the Superfund program, are based on ARARs.  An ARAR may be waived due to “technical impracticability” if technical/engineering challenges preclude the complete restoration of contaminated groundwater within a reasonable time frame [https://www.law.cornell.edu/cfr/text/40/300.430#f_1_ii_C (CERCLA Section 121(d)(4))]. For example, a drinking water Maximum Contaminant Level (MCL) may be waived for a particular groundwater contaminant due to the technical inability to reach the MCL within a reasonable timeframe at a given area of the site. The Record of Decision (ROD) or other final remedy decision document would cite the applicability of a TI waiver based on a detailed site-specific TI evaluation report and would specify the area of the aquifer within which the TI waiver applies (“TI zone”) as well as the lithologic unit or depth interval where the TI waiver applied. The ROD would also specify the remedial approach to meet ARARs outside of the TI zone and would describe how the TI zone would be protected (e.g., deed restrictions, groundwater use restrictions, slurry wall). As of 2012, TI waivers had been used at 85 CERCLA sites<ref name= "USEPA2012">U.S. Environmental Protection Agency (USEPA), 2012. Summary of Technical Impracticability Waivers at National Priorities List Sites. Report with General Technical Impracticability Site Information Sheets. OSWER Directive 9230.2-24.[[media:USEPA-2012._Summary_of_Technical_Impracticability_Waivers.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).
  
A TI waiver may be considered during any stage of the remedial process.  TI decisions have been made prior to or after full-scale remediation systems were implemented.  In the former case, the decisions were supported by detailed site characterization data and analysis, and Feasibility study (FS) evaluations of potential remedial technologies and their inability to overcome critical limitations to groundwater restoration.  In the latter case, data from the remediation system performance were used to evaluate technical impracticability along with information gained through remedy optimization and the evaluation of other potential remediation technologies.
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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"/>.
The primary guidance document on TI waivers was issued by the USEPA in 1993<ref name= "USEPA_1993">U.S. Environmental Protection Agency (USEPA), O., 1993. Guidance for Evaluating the Technical Impracticability of Groundwater Restoration. Office of Solid Waste and Emergency Response, EPA/540-R, pp.93-080.[[media:USEPA-1993._Guidance_for_Evaluating_the_Technical_Impracticability_of_GW_Restoration.pdf| Report.pdf]]</ref>; Table 1 summarizes the key USEPA publications related to TI waivers.
 
  
==Greater Risk and Other Applicable or Relevant and Appropriate Requirements (ARAR) Waivers==
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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.)
As stated in [https://www.law.cornell.edu/cfr/text/40/300.430#f_1_ii_C CERCLA Section 121(d)(4)], a greater risk ARAR waiver is appropriate if compliance with the requirement would result in greater risk to human health and environment compared with non-compliance.
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|-
Several ARARs have been waived because meeting them would entail the use of remedial actions that pose a greater risk to human health and the environment. Examples of scenarios that could constitute greater risk include the following:  
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! Military Range Type !! Analyte !! Range<br/>(mg/kg) !! Median<br/>(mg/kg) !! RSD<br/>(%)
*Mobilization of contaminants during remedial activity, causing greater risk to deeper or nearby drinking water aquifers
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|-
*Dewatering or land subsidence due to pump-and-treat
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| colspan="5" style="text-align: left;" | '''Discrete Samples'''
*Disturbance of wetlands or other sensitive ecosystem areas due to remedial activity
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|-
*Contaminant re-suspension and mobilization that would be caused by dredging, adversely affecting sediment and surface water quality 
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| Artillery FP || 2,4-DNT || <0.04 – 6.4 || 0.65 || 110
* Explosive hazards or other health and safety hazards associated with the implementation of specific remedial technologies (e.g., chemical oxidation remedies, excavation of pyrophoric wastes)  
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|-
* Reduced natural flushing due to liner/cap installation, extending the timeframe for natural attenuation of underlying groundwater contaminants.
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| Antitank Rocket || HMX || 5.8 – 1,200 || 200 || 99
 
 
'''Table 1. Summary of Key USEPA Documents Pertaining to TI Waivers'''
 
{|- class="wikitable" style="float:left; margin: right; width: 100%;"
 
 
|-
 
|-
!style="background-color:#CEE0F2;" | DATE!!style="background-color:#CEE0F2;"| USEPA DOCUMENT!!style="background-color:#CEE0F2;"| DESCRIPTION
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| Bombing || TNT || 0.15 – 780 || 6.4 || 274
 
|-
 
|-
| 1993 || Guidance for Evaluating the Technical Impracticability of Ground Water Restoration. EPA/540/R-93/080, OSWER Directive 9234.2-25<ref name= "USEPA_1993"/> || This is the primary USEPA guidance document on TI waivers that is still used today. It includes the definition of TI, summarizes technical challenges faced at remediation sites, describes what is and is not included in a TI waiver, outlines a consistent, site-specific approach for evaluating the TI of groundwater cleanup and establishing a protective alternative remedial strategy if restoration is determined to be technically impracticable within a reasonable timeframe. 
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| Mortar || RDX || <0.04 – 2,400 || 1.7 || 441
 
|-
 
|-
| 1995 || Memorandum: Consistent Implementation of the FY 1993 Guidance on Technical Impracticability of Groundwater Restoration at Superfund Sites. OSWER Directive 9200.4-14<ref>U.S. Environmental Protection Agency (USEPA), 1995. Memorandum: Consistent Implementation of the FY 1993 Guidance on Technical Impracticability of Groundwater Restoration at Superfund sites. January. OSWER Directive 9200.4-14.[[media:USEPA-1995_EPA_Consistent_Implementation_of_1993_Guidance_9200.4-14.pdf| report.pdf]]</ref> || This memorandum specified a process for maintaining consistency for TI waiver implementation among different EPA regions. (The number of CERCLA sites conducting TI evaluations was reportedly far less than expected; therefore, the process outlined in this memorandum was not fully implemented)<ref name = "Deeb2011"/>.
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| Artillery || RDX || <0.04 – 170 || <0.04 || 454
 
|-
 
|-
| 2007 || Recommendations from the EPA Ground Water Task Force. EPA/500/R-07/001<ref>U.S. Environmental Protection Agency (USEPA), 2007. Recommendations from the EPA Ground Water Task Force. December.  EPA 500-R-07-001[[media:USEPA-2007_Recommendations_from_EPA_GW_Task_Force_500-R-07-001.pdf| Report.pdf]]</ref> || The task force identified and prioritized groundwater issues. They recommended developing supplemental guidance on TI and a fact sheet describing program flexibilities and alternative cleanup goals for DNAPL source zones. The report included an attachment describing cleanup goals that may be appropriate for DNAPL source zones.
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| colspan="5" style="text-align: left;" | '''Incremental Samples*'''
 
|-
 
|-
| 2009 || Summary of Key Existing EPA CERCLA Policies for Groundwater Restoration. OSWER Directive 9283.1-33<ref>U.S. Environmental Protection Agency (USEPA), 2009. Memorandum: Summary of Key Existing EPA CERCLA Policies for Groundwater Restoration. June.  OSWER Directive 9283.1-33[[media:USEPA-2009_Summary_of_Key_EPA_CERCLA_Policies_9283.1-33.pdf| Report.pdf]]</ref> || This memorandum compiled key existing USEPA policies to enhance the transparency of USEPA decisions and to assist USEPA regions with making groundwater restoration decisions. The memo addressed expectations for groundwater restoration and TI waiver consideration in the context of principles for remediation. No new guidance or policy was included.
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| Artillery FP || 2,4-DNT || 0.60 – 1.4 || 0.92 || 26
 
|-
 
|-
| 2011 || Groundwater Road Map: Recommended Process for Restoring Contaminated Groundwater at Superfund Sites. OSWER Directive 9283.1-34<ref name= "USEPA2011 "/> || The Groundwater Road Map compiled relevant highlights of existing USEPA laws, policy and guidance into a roadmap for groundwater restoration. Included is a discussion of TI waivers, institutional controls, wellhead treatment and other topics to the extent that these may be part of a comprehensive groundwater remedy.
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| Bombing || TNT || 13 – 17 || 14 || 17
 
|-
 
|-
| 2012 || Summary of Technical Impracticability Waivers at National Priorities List Sites. Report with General Technical Impracticability Site Information Sheets. OSWER Directive 9230.2-24<ref name= "USEPA2012"/> || The report summarized TI waivers issued by USEPA regions, presented some summary statistics and included an appendix of brief site information sheets for each site where a TI waiver was adopted. A total of 91 waivers at 85 sites were identified.
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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
 
|-
 
|-
| 2016 || Clarification of the Consultation Process for Evaluating the Technical Impracticability of Groundwater Restoration at CERCLA Sites. OLEM Directive 9200.3-117<ref>U.S. Environmental Protection Agency (USEPA), 2016. Clarification of the Consultation Process for Evaluating the Technical Impracticability of Groundwater Restoration at CERCLA Sites. OLEM Directive 9200.3-117.[[media:U.S. Environmental Protection Agency (USEPA), 2016. Clarification of the Consultation Process for Evaluating the Technical Impracticability of Groundwater Restoration at CERCLA Sites. OLEM Directive 9200.3-117| Report.pdf]]</ref> || The memo provides clarification of existing relevant Superfund policy and guidance and recommendations for planning and developing TI evaluation packages and describes the recommended process for EPA internal review and approval. The memo transmits five new recommended products, including a consultation process flowchart, TI evaluation flowchart, regional TI evaluation work planning spreadsheet, EPA review routing slip, and a summary checklist for the TI evaluation.  
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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.
 
|}
 
|}
  
Few CERCLA sites have implemented greater risk ARAR waivers (see examples in Deeb et al., 2011<ref name = "Deeb2011"/>) and there is very little published guidance on how to evaluate the applicability of a greater risk ARAR waiver. Theoretically, any determination of greater risk should consider the magnitude, duration, and reversibility of the adverse impacts. Several CERCLA sites adopted ARAR waivers based on greater risk in the late 1980s and early 1990s<ref name = "Deeb2011"/>. There are no recent examples of the successful adoption and integration of these waivers into a decision document.  
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==Incremental Sampling Approach==
In addition to technical impracticability and greater risk, there are four other reasons to waive an ARAR at a CERCLA site: 1) Equivalent standard of performance, 2) Inconsistent application of state standards, 3) Fund-balancing and 4) Interim measures. Interim measures are commonly used at complex sites and are not expected to achieve ARARs. However, interim measures must eventually be replaced with a final remedy that does comply with ARARs and is therefore a temporary ARAR waiver. The other three types of ARAR waivers are described in CERCLA policy but do not appear to be used in practice<ref name = "Deeb2011"/>.
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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]]
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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.
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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)]]
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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.
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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>]]
  
==Alternate Concentration Limits (ACLs)==
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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.
  
The term ACL refers to an alternate concentration limit that site stakeholders agree upon as the cleanup level to replace a chemical-specific ARAR (at CERCLA sites) or risk-based criteria (at sites in the Resource Conservation and Recovery Act [RCRA] program). At CERCLA sites, ACLs can only be considered if site conditions meet the following three criteria [http://legcounsel.house.gov/Comps/CERCLA.pdf (CERCLA Section 121(d)(2)(B)(ii))]:
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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>.
#Groundwater discharges to surface water (through known or projected points of entry)
 
#Groundwater discharge does not lead to a “statistically significant increase” in contaminants in surface water or any “accumulation” of contaminants downstream
 
#Institutional controls prevent human exposure to contaminated groundwater between the facility boundary and the discharge points of groundwater into surface water
 
  
In addition to meeting these three criteria, a policy memorandum includes a list of other factors that must be considered before establishing an ACL at a CERCLA site<ref name= "USEPA2005">U.S. Environmental Protection Agency (USEPA), 2005. Use of Alternate Concentration Limits in Superfund cleanups. OSWER 9200.4-39.[[media:USEPA-2005._Use_of_Alternate_Concentation_Limits_in_Superfund_Cleanups_Memorandum.pdf| Report.pdf]]</ref>.  Site regulators must consider whether all groundwater plumes are discharging to surface water and the potential accumulation or effect of degradation byproducts in groundwater or surface water<ref name= "USEPA2005"/>. ACLs were rescinded at one site based on the USEPA memorandum and a TI waiver was issued instead<ref name = "Deeb2011"/>.  
+
==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%<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.
  
At RCRA sites, the term ACLs has a different meaning and is less prescriptive. ACLs can be used at RCRA sites if the alternate concentration does not pose a substantial risk to human health or environment [https://www.law.cornell.edu/cfr/text/40/264.94 (40 CFR 264.94)]. A determination is made after considering potential adverse effects on the quality of groundwater and hydraulically-connected surface water. Several factors to consider include the waste characteristics and mobility, hydrogeologic setting, groundwater flow, groundwater and surface water usage (current and future), surface water quality standards, existing groundwater and surface water quality and quantity, rainfall patterns, proximity of source zone to surface waters, potential for human exposure and related health risks, potential for other risks, and the permanence of potential adverse effects [https://www.law.cornell.edu/cfr/text/40/264.94 (40 CFR 264.94)].
+
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.
  
Several RCRA sites have used surface water quality criteria in conjunction with dilution calculations, mixing zone modeling, and/or fate and transport modeling to determine the numerical value of the ACL for groundwater. Other groundwater ACLs have been determined based on site-specific risk assessments<ref name = "Deeb2011"/>.
+
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).
  
== State Approaches ==
+
<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>
  
State remediation programs have developed a variety of designations that can be used to establish zones where contaminated groundwater can be managed or within which alternative cleanup standards can be adopted. Each designation and its primary purpose varies from state to state; most states have a system for classifying groundwater aquifer use, value and vulnerability. Groundwater re-classification can therefore change remedial goals. Some states permit groundwater classification exceptions or site-specific groundwater classification. Others have designations similar to the CERCLA TI waiver where a TI zone can be established and managed to contain and monitor residual contamination. Finally, some state designations are primarily intended to track institutional controls and monitor/ track areas of groundwater contamination above permissible levels and their related institutional controls. These concepts are also consistent with the ability to designate alternative points of compliance as a way of monitoring protectiveness and managing residual contamination as remediation slowly proceeds. Table 2 lists examples of state-specific designations for groundwater.
+
==Analysis==
[[File:Hawley1w2 Table2 R.PNG|thumbnail|600 px|right| Adapted from ITRC 2012<ref name= "ITRC2012"/>]]
+
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)
 +
|-
 +
| 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==
<references />
+
<references/>
 +
 
 +
==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