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Handbook of Solvents - George Wypych - ChemTech - Ventech!

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23.1 Natural attenuation <strong>of</strong> chlorinated solvents 1611<br />

Figure 23.1.13. Chlorinated solvents and by-products, 1995, Plattsburg Air Force Base, New York. [From T.H.<br />

Wiedemeier, H. S. Rifai, C. J. Newell and J.T. Wilson, Natural Attenuation <strong>of</strong> Fuels and Chlorinated <strong>Solvents</strong><br />

in the Subsurface, after reference 88. Copyright © 1999 John Wiley & Sons, Inc. Reprinted by permission <strong>of</strong> John<br />

Wiley & Sons, Inc.]<br />

RT3D represents a remarkable breakthrough in the development and solving <strong>of</strong> optimization<br />

models <strong>of</strong> bioremediation design. It is a modular, three-dimensional simulator capable<br />

<strong>of</strong> predicting mufti-species (solutes and microbes), bio-reactive transport while<br />

understanding natural attenuation and active bioremediation processes.<br />

23.1.6.4 CS case study - The Plattsburgh Air Force Base<br />

The Plattsburgh Air Force Base (AFB) in New York is a former fire training facility (site<br />

FT002). Activities at FT-002 (Figure 23.1.11) have caused contamination <strong>of</strong> shallow soils<br />

and groundwater with a mixture <strong>of</strong> chlorinated solvents and fuel hydrocarbons. Groundwater<br />

contaminants include TCE, cis-1,2-DCE, VC and BTEX. The site is underlain with 4<br />

distinct stratigraphic units: sand, clay, till and carbonate bedrock. The depth to groundwater<br />

in the sand aquifer ranges from 45 ft below ground surface (BGS) on the west side <strong>of</strong> the site<br />

to zero on the east side <strong>of</strong> the runway (Figure 23.1.12). Groundwater flow is to the southeast<br />

and the average gradient is about 0.01 ft/ft. l Hydraulic conductivity values for the unconfined<br />

sand aquifer range from 0.059 to 90.7 ft/day. Wiedemeier et al. 1 estimated an average<br />

velocity <strong>of</strong> 142 ft/yr for the sand aquifer.<br />

The extent <strong>of</strong> Light Non-Aqueous Phase (LNAPL) contamination at Plattsburgh is<br />

shown in Figure 23.1.13. The LNAPL is a mixture <strong>of</strong> jet fuel and waste solvents from which<br />

BTEX and TCE dissolve into the ground water (DCE and VC are not present in the waste<br />

mixture). The dissolved BTEX plume (Figure 23.1.13) extends approximately 2000 ft<br />

downgradient from the site and has a maximum width <strong>of</strong> about 500 ft. BTEX concentrations<br />

as high as 17 mg/L were measured in the source area. Historical data from FT-002 indicate<br />

that the dissolved BTEX plume has reached a quasi-steady state and is no longer expanding.

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