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Final Remedial Plan - Geweke <br /> 2 January 1992 <br /> Page 4 of 15 <br />' collected from greater depths, which could be interpreted as . <br /> contamination along the capillary fringe (former or current, <br /> depending on the water level fluctuation) . Barings GL2 and GL3 , <br /> which were drilled in the location of the former tanks, did not <br /> indicate the detection of elevated levels of hydrocarbon, <br />' contaminants. In addition, the contamination level in MW-4 has been <br /> consistently high. Therefore, we believe that the .source has to be <br /> located near MW-4 . It is our understanding that the dispenser was <br /> located in the general location of ' that well. Based upon these <br />' data, it appears that the contamination originated from the <br /> dispenser area. To confirm our interpretation, a limited soil gas <br /> survey is recommended (Section 3 . 7 . 1. ) . <br />' Typically, the lateral extent of hydrocarbon contamination that <br /> originates from a single point source, in a soil type such as that <br />' of the subject site, does not exceed 25 feet in diameter. The <br /> current depth to ground water is assumed to be 60 feet, which <br /> concurrently represents the maximum vertical extent of the plume. <br /> Approximately 1, 200 cubic yards of contaminated soil exists at the <br /> site. Based upon this volume and the typical concentration of total <br /> petroleum hydrocarbons (TPH) that had impacted ground water of <br /> 6, 000 mg/kg (ppm) , approximately 3 , 000 gallons of gasoline had been <br /> released to the soil, indicating a total mass of approximately <br /> 18 , 500 pounds. <br /> Based on the assumption that the radii of the dissolved <br /> contamination plume are 200 and 400 feet, the thickness of the <br /> impacted zone is 2 feet and the effective porosity of the sandy <br /> aquifer material is 200 , approximately 240, 000 gallons of <br />' contaminated ground water appear to be present at the site. <br /> Please note that the figures used here are liberally calculated. <br />' The actual volume of contaminated soils and water, the average <br /> level of contamination and subsequently the total volume of product <br /> released are likely to be less than presented here. <br />' 2 . OBJECTIVES <br />' Without a doubt, our most valuable resources are those that sustain <br /> life. The quality of the water we drink and of the air we breathe <br /> is critical to us all. We need to employ effective methods to <br /> mitigate contaminated sites without transferring the contaminants <br /> from one medium to another, while keeping costs to the responsible <br /> parties affordable. <br />' Since both the soil and ground water have been impacted by the <br /> unauthorized release, a concurrent mitigation for both media needs <br /> 1 <br />