Treatment of chlorinated volatile organic compounds in upflow wetland mesocosms

Sorption, biodegradation and hydraulic parameters were determined in the laboratory for two candidate soil substrate mixtures for construction of an upflow treatment wetland for volatile organic compounds (VOCs) at a Superfund site. The major parent contaminants in the groundwater at the Superfund site were cis-1,2-dichloroethene (cis-1,2-DCE) and 1,1,1-trichloroethane (1,1,1-TCA). The two mixtures; one a mixture of sand and peat, the other a mixture of sand, peat and Bion Soil, a product derived from agricultural wastes; were selected from ten possible mixtures based on the results of hydraulic and geotechnical testing. The sand and peat mixture had an average hydraulic conductivity of 4.95×10⁻⁴ cm/s with a critical flow of 39.5 gpm/acre (368 l/min/ha) without fluidization of the bed. The sand, peat and Bion Soil mixture had an average hydraulic conductivity of 3.02×10⁻⁴ cm/s with a critical flow of 36.8 gpm/acre (344 l/min/ha) without fluidization of the bed. Retardation coefficients ranged from 1 to 7.3 for target VOCs with higher coefficients observed in the mixture containing the Bion Soil. Consistently higher spatial and temporal first-order removal rate constants were observed in the sand, peat and Bion Soil mixture (cis-1,2-DCE, 0.84±0.36/day; 1,1,1-TCA, 6.52±3.12/day) than in the sand and peat mixture (cis-1,2-DCE, 0.37±0.13/day; 1,1,1-TCA, 1.48±0.42/day). Results from anaerobic microcosm studies confirmed that biodegradation was occurring in the columns and that the sand, peat and Bion Soil mixture had higher degradation rate than the sand and peat mixture. Vinyl chloride (VC) was identified as a ‘design’ contaminant since it is a proven carcinogen and had the lowest removal rate constant for both substrate mixtures. Effective wetland bed depths for VC removal of 900 and 210 cm will be required for peat and sand alone and sand, peat and Bion Soil mixtures, respectively.