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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: FLSH0043<br />

Project Name: Umatilla Army Depot (Lagoons), Hermiston, OR<br />

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

Primary GWRTAC Personal<br />

Communication Source<br />

(Name/Organization):<br />

Project Summary:<br />

Harry Craig<br />

U.S. EPA<br />

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

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

<strong>In</strong>ternet URL http://www.epa.gov/superfund/oerr/impm/products/nplsites<br />

U.S. EPA, Nov 1996: <strong>In</strong>novative Treatment Technologies: Annual <strong>Status</strong> <strong>Report</strong> (8th Ed.), EPA<br />

542-R-96-010, No. 8, U.S. EPA OSWER (5102G), TIO, Washington DC<br />

The following text is from notes from May 1997 and August 1998 conversations with the EPA RPM:<br />

Residual explosives (TNT, RDX, TNB, HMX) contamination was present from the surface to a<br />

depth of 53 feet below the ground surface (bgs), beneath an old lagoon area approximately onehalf<br />

acre in areal extent. The original lagoon was approximately five feet deep, and the area was<br />

excavated to a depth of 20 feet bgs. Consequently, the current contaminated zone being flushed is<br />

from approximately 20 to 53 feet bgs. (Excavated soils were treated via bioremediation<br />

(composting)). The contaminated zone consists of sandy alluvium with low organic content. The<br />

average hydraulic conductivity of the treatment zone is 10-5 cm/sec. The contaminated soil<br />

volume is approximately 48,400 yd3.<br />

The water table is present at an approximate 53 foot depth bgs. The groundwater contamination<br />

plume covers a 350 acre area. A confining layer is present at 80 to 90 feet bgs, and consists of a<br />

20 to 30 foot thick solid basalt layer. Ground-water is extracted via three pumping wells at depths<br />

of 100 to 150 feet bgs, at a rate of approximately 1,600 gpm. Extracted ground-water is treated<br />

with carbon, and 400 gpm are re-injected via infiltration galleries. Containment is via hydraulic<br />

control. It is estimated that the in situ flushing project will continue for one to two years, and that<br />

groundwater treatment will continue for 27 years.<br />

The specific groundwater cleanup goals for each of the four main constituents are:<br />

TNT (2.8 ppb), RDX (2.1 ppb), TNB (1.8 ppb), and HMX (350 ppb). As of August 1998, monitoring<br />

wells adjacent to the flushing operation have exhibited a 90% reduction in leachable explosives in<br />

groundwater in the first year of operation. A slug of the four target contaminants (spike of 9,000<br />

ppb in a monitoring well) had also moved through between the lagoon flushing zone and the<br />

closest extraction well. The spikes had not yet been seen in the extraction wells.<br />

<strong>Report</strong>(s)/Publication(s) (Additional <strong>In</strong>formation Sources):<br />

Ground-Water Remediation Technologies Analysis Center<br />

Operated by Concurrent Technologies Corporation<br />

Appendix - Page 88 of 164<br />

Copyright GWRTAC 1998<br />

Revision 1<br />

Tuesday, November 17, 1998

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