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Remediation Technologies Screening Matrix, Version 4.0 4.14 Slurry Phase Biological Treatment
(Ex Situ Soil Remediation Technology)
  Description Synonyms Applicability Limitations Site Information Points of Contact
Data Needs Performance Cost References Vendor Info. Health & Safety
Table of Contents
Technology>>Soil, Sediment, Bedrock and Sludge

>>3.4 Ex Situ Biological Treatment (assuming excavation)

      >>4.14 Slurry Phase Biological Treatment
Introduction>> An aqueous slurry is created by combining soil, sediment, or sludge with water and other additives. The slurry is mixed to keep solids suspended and microorganisms in contact with the soil contaminants. Upon completion of the process, the slurry is dewatered and the treated soil is disposed of.


Figure 4-14:
Typical Bioreactor Process

Slurry phase biological treatment involves the controlled treatment of excavated soil in a bioreactor. The excavated soil is first processed to physically separate stones and rubble. The soil is then mixed with water to a predetermined concentration dependent upon the concentration of the contaminants, the rate of biodegradation, and the physical nature of the soils. Some processes pre-wash the soil to concentrate the contaminants. Clean sand may then be discharged, leaving only contaminated fines and washwater to biotreat. Typically, a slurry contains from 10 to 30% solids by weight.

The solids are maintained in suspension in a reactor vessel and mixed with nutrients and oxygen. If necessary, an acid or alkali may be added to control pH. Microorganisms also may be added if a suitable population is not present. When biodegradation is complete, the soil slurry is dewatered. Dewatering devices that may be used include clarifiers, pressure filters, vacuum filters, sand drying beds, or centrifuges.

Slurry-phase bioreactors may be classified as short- to medium-term technologies.

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Slurry biodegradation.
DSERTS Code: H13 (Slurry-Phase Bioremediation).

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Bioremediation techniques have been successfully used to remediate soils, sludges, and sediments contaminated by explosives, petroleum hydrocarbons, petrochemicals, solvents, pesticides, wood preservatives, and other organic chemicals. Bioreactors are favored over in situ biological techniques for heterogenous soils, low permeability soils, areas where underlying ground water would be difficult to capture, or when faster treatment times are required.

Slurry-phase bioreactors are used primarily to treat nonhalogenated SVOCs and VOCs in excavated soils or dredged sediments. Ordnance compounds may also be treated.

Slurry-phase bioreactors containing cometabolites and specially adapted microorganisms are both used to treat halogenated VOCs and SVOCs, pesticides, and PCBs in excavated soils and dredged sediments.

Sequential anaerobic/aerobic slurry-phase bioreactors are used to treat PCBs, halogenated SVOCs, pesticides, and ordnance compounds found in excavated soils or dredged sediments.

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Factors that may limit the applicability and effectiveness of the slurry-phase biotreatment process include:
  • Excavation of contaminated media is required, except for lagoon implementation.
  • Sizing of materials prior to putting them into the reactor can be difficult and expensive. Nonhomogeneous soils and clayey soils can create serious materials handling problems. In the case of free phase contaminant, precluded removal is mandatory.
  • Dewatering soil fines after treatment can be expensive.
  • An acceptable method for disposing of nonrecycled wastewaters is required.

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Data Needs:

A detailed discussion of these data elements is provided in Subsection 2.2.1 (Data Requirements for Soil, Sediment, and Sludge). Although a specific organic substance might have been shown to be amenable to biodegradation in the laboratory or at other remediation sites, whether it degrades in any specific soil/site condition is dependent on many factors. To determine whether bioremediation is an appropriate and effective remedial treatment for the contaminated soil at a particular site, it is necessary to characterize the contamination, soil, and site, and to evaluate the biodegradation potential of the contaminants. A preliminary treatability study should be conducted.

Important contaminant characteristics that need to be identified in a bioremediation feasibility investigation are their solubility and soil sorption coefficient; their volatility (e.g., vapor pressure); their chemical reactivity (e.g., tendency toward nonbiological reactions such as hydrolysis, oxidation, and polymerization); and their biodegradability.

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Performance Data:

Aerobic bioslurry was used to reduce TNT, HMX, and RDX concentration in soil at Joliet Army Ammunition Plant, IL. Slurry phase bioremediation demonstrated a removal rate over 99% and a high degree of mineralization. Studies in support of a feasibility study at Iowa Army Ammunition Plant developed designs and cost estimates for full scale application of aerobic and anaerobic bioslurry processes. Demonstrations of three different bioslurry processes are underway: the Simplot Anaerobic bioremediation (SABRE) process, the Anoxic/Aerobic bioslurry process developed by AEC in conjunction with Argonne National Lab, and a 'generic' anaerobic bioslurry process.

Mobile treatment units that are quickly moved into and out of the site are available. Residence time in the bioslurry reactors will vary depending on the nature of the contaminants, their concentrations, and the desired level of removal. Residence time is typically 5 days for PCP-contaminated soil, 13 days for a pesticide-contaminated soil, and 60 days for refinery sludge.

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Treatment costs using slurry reactors range from $130 to $200 per cubic meter ($100 to $150 per cubic yard). Costs ranging from $160 to $210 per cubic meter ($125 to $160 per cubic yard) are incurred when the slurry-bioreactor off-gas has to be further treated because of the presence of volatile compounds.

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Treatment Technologies for Site Cleanup: Annual Status Report (ASR), Tenth Edition, EPA 542-R-01-004

Innovative Remediation Technologies:  Field Scale Demonstration Project in North America, 2nd Edition

Remediation Technology Cost Compendium - Year 2000

Treatment Experiences at RCRA Corrective Actions, December 2000, EPA 542-F-00-020

Abstracts of Remediation Case Studies, Volume 4,  June, 2000, EPA 542-R-00-006

Guide to Documenting and Managing Cost and Performance Information for Remediation Projects - Revised Version, October, 1998, EPA 542-B-98-007

California Base Closure Environmental Committee (CBCEC), 1994. Treatment Technologies Applications Matrix for Base Closure Activities, Revision 1, Technology Matching Process Action Team, November, 1994.

EPA, 1990. Slurry Biodegradation, Engineering Bulletin, EPA/540/2-90/016.

EPA, 1991. Pilot-Scale Demonstration of Slurry-Phase Biological Reactor for Creosote-Contaminated Wastewater, EPA RREL, series includes Technology Demonstration Summary, EPA/540/S5-91/009; Technology Evaluation Vol. I, EPA/540/5-91/009, PB93-205532; Applications Analysis, EPA/540/A5 91/009; and Demonstration Bulletin, EPA/540/M5-91/009.

EPA, 1992. Bioremediation Case Studies, Abstracts, EPA, Washington, DC, EPA/600/R-92/004.

EPA, 1992. Biotrol Soil Washing System for Treatment of a Wood Preserving Site, Applications Analysis Report, EPA, ORD, Washington, DC, EPA/540/A5-91/003.

EPA, Undated. International Technology Corporation Slurry - Biodegradation, EPA RREL.

Federal Remediation Technologies Roundtable, 1995. Remediation Case Studies: Bioremediation, EPA/542/R-95/002.

Federal Remediation Technologies Roundtable, 1997. Remediation Case Studies: Bioremediation and Vitrification, EPA/542/R-97/008.

Montamagno, C.D., 1990. Feasibility of Biodegrading TNT-Contaminated Soils in a Slurry Reactor - Final Technical Report, USATHAMA Report CETHA-TE-CR-90062.

USAEC, 1996. Field Demonstration of Slurry Reactor Biotreatment of Explosives Contaminated Soils, Report # SFIM-SEC-ET-CR-96178.

USAEC, 1997. "Cost and Design for Application of Biotreatment Technologies for Explosives-Contaminated Soils" in Innovative Technology Demonstration, Evaluation and Transfer Activities, FY 96 Annual Report, Report No. SFIM-AEC-ET-CR-97013, pp. 79-81.

USAEC, 1997. "Soil Slurry Treatment" in Innovative Technology Demonstration, Evaluation and Transfer Activities, FY 96 Annual Report, Report No. SFIM-AEC-ET-CR-97013, pp. 95-97.

Zappi, M.E., D. Gunnison, C.L. Teeter, and N.R. Francigues, 1991. Development of a Laboratory Method for Evaluation of Bioslurry Treatment Systems, Presented at the 1991 Superfund Conference, Washington, DC.

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Site Information:

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Points of Contact:

General FRTR Agency Contacts

Technology Specific Web Sites:

Government Web Sites

Non Government Web Sites

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Vendor Information:

A list of vendors offering Ex Situ Biological Soil Treatment is available from EPA REACH IT which combines information from three established EPA databases, the Vendor Information System for Innovative Treatment Technologies (VISITT), the Vendor Field Analytical and Characterization Technologies System (Vendor FACTS), and the Innovative Treatment Technologies (ITT), to give users access to comprehensive information about treatment and characterization technologies and their applications.

Government Disclaimer

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Health and Safety:

Hazard Analysis

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