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vii <br /> related substances were primarily undeteetable except for copper and zinc. Concentrations of <br /> <br /> copper and zinc were higher in the south wetland, below the highway, than in the north wetland. <br /> Mass balance studies showed, however, that the proportion of these elements that can be traced <br /> to deicing compounds does not exceed 0.002%. Other highway-derived water quality influences <br /> (wear of metallic parts, lubricants, salt and sand applications) may account for concentrations of <br /> copper and zinc reaching or exceeding the aquatic life standard, or geologic factors may be <br /> involved. <br /> <br /> 22. The overall conclusion of the study is that application of magnesium chloride deicer <br />having a chemical composition and application rate similar to those of 1997-98 is highly unlikely <br />to cause or contribute to environmental damage at distances greater than 20 yds from the <br />roadway. Even very close to the roadway, the potential of magnesium chloride deicer to cause <br />environmental damage is probably much smaller than that of other factors related to road use and <br />maintenance, including pollution of highway surfaces by vehicles and use of salt and sand <br />mixtures to promote traction in winter. Magnesium chloride deicer may offer net environmental <br />benefits if its use leads to a reduction in the quantity of salt and sand applied to roadways. The <br />environmental safety of magnesium chloride deicer depends, however, on low concentrations of <br />contaminants and avoidance of rust inhibitors containing phosphorus. ApprOpriate specifications <br /> <br /> for vendors and routine testing can insure the continued environmental acceptability of <br />magnesium chloride deicers. <br /> <br /> <br />