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Amador Chemical Company -2- 13 May 1986 <br /> Storm water characterization has never been performed. Wastewater pond samples <br /> from 1982 indicate the presence of various heptanes , hexanes, octanes, and <br /> alkanes. Amador Chemical officials stated the wastewater currently contains <br /> dichloromethane, toluene, perch Ioroethylene, acetone and non-ionic surfactants. <br /> Samples taken on 1 May 1985 from the above-ground storage tank are as follows. <br /> Designated levels , based on a 100-fold attenuation, are presented for compari- <br /> son. <br /> Concentration, mg/l Designated Level , mg/l <br /> I <br /> Chloroform 7 0.019 <br /> Dichloromethane 350 0.019 <br /> Tetrachloroethylene 3 0.400 <br /> Toluene 14 10 <br /> Freon 113 2 -- <br /> Ethanol 140 -- <br /> Unknown 98 -- <br /> POTENTIAL IMPACTS <br /> 1. The 1 May 1985 sample indicates the current wastewater should be classified <br /> as a ' designated waste' . Historical data concerning the wastewater is not <br /> available. It is apparent from the inspection that design of the lined <br /> ponds does not conform with Subchapter 15 regulations. The clay ' lined' <br /> pond, in particular, was constructed by simply mixing bentonite with native <br /> soil . Verification of the pond' s integrity, via a leachate collection <br /> system or in situ permeability testing, has never been performed. <br /> No storm water monitoring has occurred historically. Infiltration rates in <br /> the storm water pond (#4) have been increased by removing the 'hardpan' <br /> layer ( approximately 3 feet below grade) during construction. Any con- <br /> stituents entering the storm water pond could migrate to ground water. It <br /> should be noted that substantial ground water pollution may have occurred <br /> at a nearby industrial facility which also utilizes a pond disposal system. <br /> Consequently, chemical compounds, at concentrations of concern, may have <br /> reached the ground via their past disposal in on-site evaporation/infiltra- <br /> tion ponds. <br /> 2. The drum wash area should be inspected for its potential impacts on water <br /> quality. Amador Chemical should develop proper disposal options for the <br /> drum wash solution. 'Designated wastes' must be disposed of at Class II <br /> facilities, at a minimum. <br />