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i <br /> ` cys <br /> rte! <br /> Harding Law.%on <br /> Associ <br /> that the ground-water, which Plows north to northeast, may actually trans portat$s <br /> i 3 <br /> gasoline products between MW-I and MW-2: It should be noted that at the begin- <br /> ning of the project, the gradient was anticipated northeast to east and the <br /> monitoring wells were installed accordingly. To confirm our suspicion that the <br /> { TPH in MW-1 is related to the dry well, additional soil samples should also be <br /> taken in the upper S Peet near MW-l. <br /> 0. Soil Corrosivit f <br /> The souls are low in resistivity (approximately 90o ohm-cm) and high in <br /> conductivity; indicating that they are highly corrosive: We note that the <br /> sulfate concentrations are remarkably high as well as which would indicate the <br /> t potential for severe attack on concrete. <br /> F F# <br /> g <br /> y t}iA t_911{ <br /> t �, <br /> 5 <br /> Y <br /> yrs {£ f <br /> A - - <br /> � ` S <br /> L � <br /> } 13 <br /> 771 <br /> tit <br /> i <br />