
Soil and Groundwater Contamination Survey and Countermeasure Technologies
| Category of Tchnology | Treatment | In Situ Decomposition Technology | |
| Media | Soil | ||
| Contaminants | |||
| Applied (Demonstrated) Substances | |||
| Scope | Concentration Range | Approx. 10 mg/l of volatile chlorinated organic compounds | |
| Hydrogeological Conditions |
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| Chemical Soil Properties | |||
| Other Remarks | |||
| Technology Description | Classification | ||
| Status |
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| Outline of Technology | It is an In Situ agitation system in which lime is mixed in contaminated soil to induce hydration reaction and dehydration effect of the lime, and volatile chlorinated organic compounds are gasified by agitation & aeration. This system is especially applied to soil with viscosity. | ||
| Required Pre- and Post-treatment | |||
| Enhance Effectiveness through Combination | |||
| Case History | An In Situ agitation system using lime was applied to a site contaminated by trichloroethylene and cis-dichloroethylene. As for the condition of contamination (GL 0m to 12m), soil concentration (results of an elution test) of trichloroethylene was 0.1 to 0.17 mg/l, and cis-dichloroethylene 0.01 to 7.0 mg/l. After remediation of GL 0 to 5m with blade agitation speed 480 times (It is unknown why deeper soil was also remediated although agitation were carried out at 5m deep) and 150kg/jm3 of lime, the environmental standard for soil was satisfied at all depth. The soil of the contaminated site included clay layer and sand layer which proved that this system can be applied to clay layer. The groundwater level of the demonstrated contaminated site was very high, at 1 m, but this system could be applied. | ||
| Application Examples | Yes or few. | ||
| Limitations | At a demonstration test and indoor experiment, the system was applied to soil contaminated by trichloroethylene and the results showed the concentration of the contaminant was reduced below the environmental standard for soil. However, the mass balance of trichloroethylene is not clarified yet, which gives some doubt to the credibility of the system. Particularly, it is doubtful that in an elution test TCE can be recovered completely from the soil clotted with lime. | ||
| Properties of Treated Soil | Possibility of Change in Properties | ||
| Schematic Flow Process | ![]() |
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| Applicability | In Situ Applicability | Possible | |
| Ground Structures | |||
| Required Excavation | Excavated soil is treated (Applied excavated soils for excavated soil) | ||
| Groundwater Extraction | None | ||
| Required Space | Capable of operating the soil agitator unit shown in the flow chart. | ||
| Operational Time | |||
| Installation Time | |||
| Maintenance and Control Requirements | |||
| Additional Remarks | |||
| Secondary Impacts to Environment | Secondary Treatment Required? | Off-gas Treatment | |
| Effects on Living Environment | |||
| Additives | Others (Lime) | ||
| Possibility of Contaminant Spreading | Volatile chlorinated organic compounds may proliferate when agitating and mixing are carried out. | ||
| Secondary By-products | Highly concentrated trichloroethylene should be treated with care since it may produce dichloroethylene from a reaction with alkaline. | ||
Soil Environment Management Division, Water Environment Department, Environmental Management Bureau, Ministry of Environment
Tel: +81-3-5521-8319
E-mail: MOE@env.go.jp