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Chlorinated Solvents |
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Installation Date: Contaminants: Reactive Media: Construction: Point of Contact: |
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Installation of a permeable reactive barrier (PRB) system to remediate ground water contaminated with chlorinated solvents was completed by University of Waterloo researchers at the Massachusetts Military Reservation (MMR) near Falmouth, MA, in 1998. The CS-10 demonstration site is located in an area of glacial outwash sand and gravel, where the water table is located approximately 80 ft bgs. Ground-water flow velocity in the area is approximately 1 ft/day, and the horizontal hydraulic conductivity is approximately 200 ft/day. Maximum contaminant concentrations were identified at about 100 ft bgs. Two iron walls approximately 20 ft apart were installed perpendicular to the contaminant plume using vertical hydrofracturing with a guar-based slurry. In the preliminary design for this project, installation methods were selected for their ability to emplace granular iron to the required depth. This installation technique required the drilling of 1-ft-diameter boreholes at 15-ft intervals along the wall. The "frac wells" were installed from ground surface to below the base of the contamination zone, and a specially-designed frac tool was used to cut a vertical notch for initiation of the fracture. A fracture was then induced and filled with granular iron suspended in a hydrated and cross-linked guar slurry. The propagating fracture from one frac well coalesced with the emplaced material from the adjacent well, thus forming a continuous vertical wall. The upgradient wall contains 44 tons of fine- to medium-granular iron (Master Builders GX-027), averages 3.3 inches in thickness and 48 ft in width, and extends from approximately 78 ft to more than 120 ft in depth. Although cleanup goals were not specified for this demonstration, cleanup to levels below maximum contaminant levels (MCLs) served as the target. Sampling of the ground-water upgradient and downgradient of the PRB system is conducted every 2-3 months. Results of the demonstration will be available upon its completion in mid-2000.
It was recognized early in the demonstration process that, depending upon the initial contaminant concentrations and flow velocity, this type of PRB system may require multiple walls to achieve a sufficient thickness. For the CS-10 source area plume, three walls with commercial iron of 3-inch thickness were expected to be needed for full treatment with an adequate factor of safety. |
Sponsored by the Technology Innovation Program
Date Last Modified: January 14, 2000