U.S. patents available from 1976 to present.
U.S. patent applications available from 2005 to present.

Method of removing contaminants from contaminated soil in situ

Patent 4842448 Issued on June 27, 1989. Estimated Expiration Date: Icon_subject November 12, 2007. Estimated Expiration Date is calculated based on simple USPTO term provisions. It does not account for terminal disclaimers, term adjustments, failure to pay maintenance fees, or other factors which might affect the term of a patent.

Patent References

3291215

3386508

3425555

Method for recovering subsurface earth substances
Patent #: 4257650
Issued on: 03/24/1981
Inventor: Allen

In-situ vitrification of soil
Patent #: 4376598
Issued on: 03/15/1983
Inventor: Brouns ,   et al.

Soil decontamination with wick drains
Patent #: 4582611
Issued on: 04/15/1986
Inventor: Wang

Contamination removal system
Patent #: 4600508
Issued on: 07/15/1986
Inventor: DeGhetto

Method and apparatus for removing contaminants from soil
Patent #: 4611950
Issued on: 09/16/1986
Inventor: Russomano

Tertiary recovery method using inverted deviated holes Patent #: 4646836
Issued on: 03/03/1987
Inventor: Goodhart

Inventors

Assignee

Application

No. 07/119504 filed on 11/12/1987

US Classes:

405/128.35, With heat405/128.4, With heat405/131Heating

Examiners

Primary: Corbin, David H.

Attorney, Agent or Firm

International Classes

B09C 1/06 (20060101)
B09C 1/00 (20060101)
E02D 3/00 (20060101)
E02D 3/10 (20060101)

Abstract

A method of removing contaminants from a contaminated soil area in situ comprises the steps of placing a barrier in engagement with the exposed surface of the contaminated soil area, sealing the barrier around the periphery of the contaminated soil area and reducing the pressure beneath the outer layer of the barrier to draw the contaminants out of the soil. The barrier is comprised of an outer fluid impermeable layer and an inner fluid permeable layer. The edges of at least the outer layer of the barrier are sealed by digging a trench in the uncontaminated soil beyond the periphery of the contaminated soil area, inserting the edges of the barrier into the trench, refilling the trench and compacting the fill against the ends of the barrier. A liberating fluid may be injected into the soil beneath the contaminated soil area through a plurality of conduits inserted into the soil at acute angles.

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