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Technology Status Report: In Situ Flushing - CLU-IN

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<strong>In</strong> <strong>Situ</strong> <strong>Flushing</strong> Project Summaries<br />

GWRTAC Case Study Database<br />

GWRTAC ID: FLSH0044<br />

Project Name: United Chrome Products, Corvallis, OR<br />

City: Corvallis State/Province: OR<br />

Primary GWRTAC Personal<br />

Communication Source<br />

(Name/Organization):<br />

Project Summary:<br />

None<br />

None<br />

<strong>Report</strong>(s)/Publication(s) (GWRTAC Source):<br />

<strong>In</strong>ternet URL http://www.epa.gov/superfund/index.htm<br />

Mann et al., 1993: <strong>In</strong>novative Site Remediation <strong>Technology</strong> Soil Washing/Soil <strong>Flushing</strong>, Vol. 3 of<br />

8, WASTECH, William C. Anderson, P.E., DEE, Ed., American Academy of Environmental<br />

Engineers, 1993<br />

U.S. EPA, Nov. 1996: <strong>In</strong>n. Trtmt. Techs.: Ann. <strong>Status</strong> Rpt. (8th Ed.), EPA 542-R-96-010, No. 8,<br />

U.S. EPA OSWER (5102G) TIO, Wash., DC<br />

U.S. Environmental Protection Agency, 1991: Engineering Bulletin <strong>In</strong> <strong>Situ</strong> Soil <strong>Flushing</strong>,<br />

EPA/540/2-91/021, U.S. EPA Office of Emergency and Remedial Response (OERR), Washington,<br />

DC 20460, Office of Research and Development (ORD), Cincinnati, Ohio 45268, 8 pp., October<br />

1991.<br />

The following is excerpted from Mann et al., 1993: <strong>In</strong>novative Site Remediation <strong>Technology</strong> Soil<br />

Washing/Soil <strong>Flushing</strong>, Vol. 3 of 8, WASTECH, William C. Anderson, P.E., DEE, Ed., American<br />

Academy of Environmental Engineers, 1993:<br />

The site is an eight acre, former industrial hard-chrome plating facility located just north of the<br />

Corvallis Airport Facility. Hexavalent chromium contaminates surface water, soils and<br />

groundwater. The site is underlain by two water-bearing zones separated by a silty clay aquitard.<br />

The upper water-bearing zone is the primary zone of contamination, and consists mostly of silt.<br />

The shallow contaminated zone extends from the source area, to approximately 300 feet<br />

downgradient of the source area, with concentrations of Cr+6 up to 19,000 mg/L. The deep aquifer<br />

consists of sand and gravel, and is capable of supplying potable water for commercial and<br />

residential use. The deep contaminated zone extends from the source area, to approximately 400<br />

feet downgradient of the source area, with concentrations of Cr+6 up to 223 mg/L. Delivery of<br />

flushing solution was accomplished through two open bottom infiltration basins (pits resulting from<br />

excavation of 1,100 tons of soil containing highest chromium concentrations) and one infiltration<br />

trench (used intermittently); these flushed Cr+6 from the vadose zone to the water table. Recovery<br />

of flushing solution was accomplished through a series of 23 shallow extraction wells to extract<br />

groundwater from the upper water-bearing zone. An on-site treatment facility removed chromium<br />

prior to effluent discharge to the POTW. Deep groundwater extraction had not begun at the time of<br />

this project summary.<br />

Ground-Water Remediation Technologies Analysis Center<br />

Operated by Concurrent Technologies Corporation<br />

Appendix - Page 90 of 164<br />

Copyright GWRTAC 1998<br />

Revision 1<br />

Tuesday, November 17, 1998

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