Fact Sheet #99-05 Cold Mix Asphalt Batching A fact sheet providing information about one potential technology for treating contaminated soil at the MMR. The purpose of this fact sheet is to describe cold-mix asphalt batching a technology that has been and will be used in the future to treat low-level contaminated soil on-base from several sites on the Massachusetts Military Reservation (MMR). Cold-mix asphalt batching is not a new remedial technology. It has been used successfully at various sites at hundreds of sites throughout the United States, the Commonwealth of Massachusetts, and at MMR. The purpose of this fact sheet is to answer questions regarding cold-mix asphalt batching as a method of soil cleanup and to provide information on the technology. This fact sheet addresses:
Words that appear in italics are defined in the glossary at the end of this fact sheet. This fact sheet is an update to a previously published one (#98-16 in October 1998). Introduction Cold-mix asphalt batching incorporates low-level contaminated soils into paving material with the addition of a heated emulsion at less than 120°F. The process is regulated by the Massachusetts Department of Environmental Protection (DEP) and the final product is used statewide as a base under asphalt paved surfaces. The subgrade material is capped with 1 to 2 inches of asphalt cover for durability and to limit infiltration of water. Therefore, the asphalt-batched material is not exposed directly to traffic and elements. Background AFCEE has followed federal regulations to investigate areas of suspected soil contamination at MMR, screen alternatives, develop the proposed cleanup plans, and gather public input before selecting a final remedy. For several areas of contamination at MMR, AFCEE, in conjunction with MassDEP and EPA, developed a Record of Decision (ROD) identifying cold-mix asphalt batching as the selected cleanup technology. Asphalt batching must meet state guidelines. According to state law, contaminated soils generated in Massachusetts shall not be disposed of at a landfill if a feasible alternative exists (see Code of Massachusetts Regulations (CFR) 310 40.0032 (5)). Recycling contaminated soils containing certain types and quantities of contaminants into an asphalt paving material has been considered a feasible and preferred alternative to landfilling for many years. AFCEE will work with MassDEP to satisfy the necessary permit conditions to perform on-site cold-mix asphalt batching. Further, MassDEP will be able to inspect the on-site batching operation at any time. Recycling contaminated soil through cold-mix asphalt batching also meets the federal criterion to demonstrate a preference for treatment over landfilling. Risk Reduction and Safety
The soils proposed for asphalt batching contain relatively low levels of volatile organic compounds (VOCs), semi-volatile organic compounds (SVOCs) and metals. VOCs are chemicals that are commonly found in gasoline and solvents that can be used for degreasing and readily evaporate to the atmosphere. Because the cold-mix process does not involve the excessive heating of soils (less than 120°F), air emissions are expected to very limited, if any. Although air emissions are unlikely, AFCEE will conduct air monitoring. These procedures will help to minimize the potential risk of exposure to workers and the public beyond the on-base plant. AFCEE will conduct an air monitoring program for dust and chemical vapor emissions. This monitoring will include real-time readings and more sensitive methods that require laboratory analysis. If at any time air monitoring reveals that safe levels are exceeded, work will be stopped immediately. Emergency equipment shutdown mechanisms will be specified in the equipment design and operation procedures and through worker training. Workers at the site will be trained properly and provided with necessary tools for protection while operating equipment and managing the wastes. At a minimum, they will comply with Occupational Safety and Health Administration (OSHA) requirements. Workers will keep soils damp, cover stockpiled soil and take all other appropriate and necessary precautions to reduce dust and vapor emissions. Standard spill-control equipment and procedures will be used. Local fire departments will be notified, in advance, of all activities and materials used. A fire prevention plan will be in effect; fire extinguishers will be on hand and all site personnel will be trained in their use. Batching Process Most of the soils tested at MMR fall within the acceptable criteria for cold-mix asphalt batching. However, soils not meeting the state criteria will be excavated, contained, and transported safely to a licensed hazardous waste treatment facility for final disposal (see flow chart on pg. 3). Off-site disposal and treatment of all contaminated soils was evaluated and determined to be not as cost-effective as on-site asphalt batching. Further off-site disposal does not meet CERCLA preference to conduct treatment and/or disposal on site. Prior to the cold-mix batching process, low-level contaminated soils will be tested at EPA-approved laboratories to ensure that they meet Massachusetts soil recycling criteria (see the following table).
Notes: Concentrations of other contaminants, not listed in this table, must meet MADEP S-1/GW-1 standards. a Contaminant levels presented in the table are a summary of allowable contaminant levels in soil recycling permits issued by the DEPs Division of Hazardous Waste as of April 1994. For a complete listing of allowable contaminant levels for a specific facility, please consult the applicable facility permit. b and c Each permitted VOC level is process-specific and permitted levels should be verified with the facilitys individual soil recycling permit. d TCLP testing should be performed for metals or organic compounds when the total concentrations in the soil are above the theoretical levels at which the TCLP criteria may be met or exceeded. In addition, soils will be examined to determine their suitability for asphalt batching. MassDEP Policy Document #94-400 ("Interim Remediation Waste Management Policy for Petroleum Contaminated Soils" #WSC-94-400, April, 1994) lists maximum concentrations of contaminants in soil that can be used in asphalt batching. With fine-grain soil, a higher percentage of asphalt emulsion is required to coat the particles. Occasionally, the soil may be pre-treated prior to asphalt batching to stabilize inorganic material in the soil. For example, soils with potentially leachable concentrations of lead can be pre-treated and stabilized using blends of cement and fly ash. Licensed vendors must receive authorization from the MassDEP to use their proprietary fixatives or asphalt emulsifiers. Soils from MMR that meet the MassDEP criteria for asphalt batching will be brought to the on-base processing location. The soil storage locations will be bermed or diked to prevent run-off of any chemical constituents. The soils will be loaded into a hopper in a controlled manner for conveyance to a mixing chamber where they will be wetted or treated with anti-dust agents to prevent dust emissions. An asphalt emulsion, delivered from a tanker truck, will be applied to the soils using rotating blades inside an enclosed device known as a pugmill. The temperature of the emulsion is generally 100°F to 120°F. Gravel will be added to the soil emulsion mix inside the pugmill to further stabilize the asphalt paving material. The material then will be removed from the pugmill, stockpiled, and covered for curing which lasts from 48 to 72 hours. Curing is a hardening or solidifying process that binds contaminants to the asphalt and prevents contaminant evaporation and leaching. After curing, the material can be used on MMR as subgrade for use in roadways or parking facilities. Before the final product is used, AFCEE is required to conduct leachability testing using EPAs Toxicity Characteristic Leaching Procedure (TCLP) to ensure the contaminants are bound and will not be released over time. Test samples of the material will be placed in an acidic solution and agitated over time. This is intended to simulate long-term exposure to natural weather conditions. Bardon Trimount, a Stoughton, MA firm has asphalt batched over 650,000 cubic yards of contaminated soil. In eight years of leachability testing, no contaminant leaching from batched asphalt has been detected. Cold mix asphalt batching relies on electrical power. If power to the asphalt batching process stops, stockpiles of the contaminated soil ready for processing will be covered until power is restored, in order to minimize dust/VOC emissions. The MMR and local fire departments will be briefed on the asphalt batching process and equipment prior to the commencement of operations. A Common Solution Technology Analyses
Disadvantages:
Conclusion The location of the on-base processing plant will be chosen based on factors such as distance from on-base/off-base housing, and proximity to all areas where excavation is scheduled to occur. Asphalt batching is a recycling technology that has been approved by federal and state regulatory agencies. It satisfies several of the federal guidelines for selecting a remedial action because it provides reduction of contaminant mobility, uses resource recovery/alternative treatment technology and is cost effective. In addition, AFCEE will have helped clean up part of MMRs natural environment while recycling (rather than landfilling) low-level contaminated soils. Lastly, all of the asphalt-batched material is to be used on the MMR to help restore damaged roads.
Community Involvement For More Information: Jim Murphy, Community Relations Coordinator Ellie Grillo, Community Involvement Coordinator Glossary cold mixA process by which contaminated soils are bound chemically without excessive heat (less than 120°F) drainage structure removal programA comprehensive program to identify, characterize, and remove underground drainage structures, sumps, and associated soils at various sites across MMR. emulsionA combination of asphalt cement and surfactants (e.g. dishwashing liquids, or other proprietary structured or complex fluids) that is used to stabilize contaminants in soil. inorganicMaterial not containing the element carbon (e.g. metals such as iron). MADEP (Massachusetts Department of Environmental Protection) S-1/GW-1 standardsConservative risk based cleanup standards for soil and groundwater established by the Commonwealth of Massachusetts. pugmillA revolving drum used for mixing. semivolatile organic compounds (SVOCs)Organic chemical compounds that do not evaporate readily to the atmosphere. record of decision (ROD)A final decision for either a source area or groundwater plume that may or may not involve remedial action based upon previous investigations and public/regulatory input. TCLP(Toxicity Characteristic Leaching Procedure). Testing procedure to determine whether certain levels of hazardous materials leach from waste or processed wastes. volatile organic compounds (VOCs)Organic chemical compounds that evaporate readily to the atmosphere. Bibliography D.W. Malone, Ph.D. et.al. "Current Knowledge Concerning Health Aspects of Asphalt Cement", National Asphalt Pavement Association, December 1985. The Asphalt Institute. "Determining the Dispersion of Asphalt Emissions." Maryland: The Asphalt Institute, 1976. Environmental Protection Agency. Engineering Bulletin, "Solidification/Stabilization of Organics and Inorganics." EPA/540/S-92/015, May 1993. Massachusetts Department of Environmental
Protection. "Interim Remediation Waste Management Policy for Petroleum Contaminated
Soils" #WSC-94-400, April, 1994. Available on MassDEP web page at: Knowlton, R.C. and M.F. Conway, P.E. "Contaminated Soils Recycling Utilizing On-Site Asphalt Emulsion Stabilization", Proceedings of National Conference on Minimization & Recycling of Industrial & Hazardous Waste 92. Hazardous Material Control Resources Institute, Maryland, 1992. |
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