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The remaining borings/wells had low levels of soil contamination with a maximum of only 27 <br /> mg/kg TPH detected outside of these three zones The distribution of hydrocarbon in soil is <br /> depicted in Figure 5 The laboratory data is summarized in Table 1 The lab results are presented <br /> in Appendix D <br /> Preliminary estimates of the mass of hydrocarbon in the soil have been made using the available <br /> soil sampling data The western soil contamination area is essentially an ellipse with an area of <br /> about 530 sq feet Assuming that the soil from 0 to 60 feet in this area contains an average of <br /> 3,100 mg/kg TPH (average of maximum concentrations), the mass of hydrocarbon in this zone is <br /> 10,800 lbs The underground tank area of contamination is considered to be an ellipse with an <br /> area of 900 sq ft Assuming the soil from 0 to 30 feet contains an average concentration of 4,000 <br /> mg/kg, the total mass in the upper zone is 11,880 lbs Assuming the soil from 30 to 60 feet <br /> contains an average concentration of 1,300 mg/kg, the total mass in the deeper zone is 3,860 lbs <br /> The total hydrocarbon load in this area is therefore 15,740 lbs <br /> • The area of well TB3 is estimated to be a cylinder 15 feet in diameter and 35 feet deep if the <br /> hydrocarbon concentration in the soil is 1,000 mg/kg from 0 to 20 feet, the mass in the upper <br /> zone is 390 lbs The lower zone from 20-35 feet is assumed to have a TPH concentration of <br /> 5,000 mg/kg, indicating a load of 1,460 lbs , or 1,850 lbs total within the cylinder Note All of <br /> the above calculations assume a soil density of 110 lbs/cubic foot These calculations provide an <br /> estimate of the hydrocarbon load in the subsurface soils and may be used as a guide to monitor <br /> the progress of a remediation effort However, it must be recognized that flus is only a rough <br /> estimate based on several reasonable assumptions, the actual hydrocarbon load in the soils could <br /> differ dramatically from this estimate <br /> WATER ANALYSES <br /> After installation of the groundwater monitoring wells, each was developed by surging and <br /> bailing On June 6, 1995, each well was purged of approximately 3 well volumes of water and <br /> Page 7 <br />