Technology Status Report: In Situ Flushing - CLU-IN
Technology Status Report: In Situ Flushing - CLU-IN
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