Remediation of Chlorinated Solvent Source Area Using In Situ ...

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Reduction <strong>of</strong> Dissolved Phase Concentrations Over Time (4.5 years)
MCL Comparison October July 2006 2000 Well PCE TCE cis-1,2-DCE VC 1,1,1-TCA 1,1-DCE 1,2-DCA MCL 5 5 70 2 200 7 5 DM395S 1.1 0.0 0.6 6.6 9,810 35 980 9.0 1,100 1.5 0.0 43 0.0 3.6 MW601S 3.1 1.3 107 5.0 30,900 94 1,060 41 2,250 25 136 0.5 0.0 3.7 MW602S 3.0 1.0 4,290 3.5 32,200 110 337 36 1,710 11 281 0.5 0.0 3.8 MW603S 1.1 1.4 1,780 6.0 2,530 100 84 24 702 7.1 0.8 93 0.0 3.7 MW604D 153 0.0 108 0.5 0.0 32 0.0 0.0 0.0 0.0 3.9 MW604S 1.0 1.2 5.6 29 52 11 0.0 29 3.2 2.8 0.0 3.6 5.3 MW605D 0.0 62 5.7 25 4.9 1.0 0.0 0.0 0.6 0.0 0.0 3.8 MW605S 0.8 6.0 72 17 500 48 134 29 2.7 7.4 0.0 9.0 3.8 12 MW606D 0.0 10 1.7 7.4 1.7 1.4 0.0 0.0 0.6 0.0 0.0 3.8 MW606S 0.0 1.5 236 16 19,700 6.4 1,800 0.0 0.0 6.5 136 0.0 0.0 3.7
Page 2 and 3: Site Conditions • Past maintenanc
Page 4 and 5: Source Area and Downgradient Plume
Page 6 and 7: Conceptual Model - Cross Section
Page 8 and 9: Reducing Conditions ORP (mV) Dissol
Page 10 and 11: Biodegradation of Chlorinated Solve
Page 12 and 13: Biodegradation of Chlorinated Solve
Page 14 and 15: Reduction of Source Mass 60,000 0 5
Page 16 and 17: Reduction of Dissolved Phase Concen
Page 20: Summary and Conclusions • Establi

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