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h <br /> A <br /> considered for closure at a future date. The ozone injection system is expected to <br /> +- eliminate nearly 100% of the hydrocarbon contamination in the soil and groundwater. <br /> L.• 3.1 Mass Balance of Contaminants in Groundwater <br /> The mass quantity of TPH gasoline and diesel in the upper groundwater zone was <br /> calculated using the inferred water contamination levels and plume size as indicated in the <br /> Quarterly Groundwater Monitoring and Sampling Report, Third Quarter, 2002 Sampling <br /> Event. The areal extent of the contaminated groundwater at the water table is estimated <br /> to be 8000 square feet for the gasoline plume and 1000 square feet for the more limited <br /> diesel plume. The vertical extent of the highly contaminated groundwater in the upper <br /> saturated zone is estimated to be ten feet for a interstitial volume of 24,000 cubic feet or <br /> 680,000 liters (L) of water with gasoline contamination and 3,000 cubic feet or 85,000 L of <br /> water with diesel contamination in the upper water zone, assuming an average soil <br /> porosity of 30% <br /> 'r The extent of the gasoline plume was broken down into three concentric rings <br /> representing decreasing contaminate values as you move from the center outward. The <br /> inner ring with an estimated volume of 110,000 L was given an average gasoline <br /> +� contaminant value of 40,000 µg/L. The second and third rings were estimated at 230,000 <br /> L and 340,000 L with average contaminant values of 5,000 µglL and 500 µg/L, ` <br /> respectively. These values calculate out to a mass of 5.7 kilograms (kg) of TPH gasoline <br /> �,. in the upper, most contaminated, groundwater zone. The gasoline mass below the upper <br /> ten feet is expected to be much less since gasoline is a LNAPL. <br /> LN The smaller diesel plume with an estimated volume of 85,000 L was given an average <br /> diesel contaminant value of 400 µglL. These values calculate out to a mass of 0.034 kg of <br /> TPH diesel in the upper groundwater zone. The diesel mass below the upper ten feet is <br /> L. expected to be much less if not zero. <br /> 3.1.1 Calculations: <br /> 3.1.1.1 TPH-gasoline <br /> Areal extent of groundwater }glume from figure 7: 8000 square feet (ft2) 1 TPH-gasoline <br /> `' Estimated thickness of highly contaminated groundwater: 10 feet (ft) <br /> Presumed porosity (interstitial space): 30% <br /> 1 cubic foot (W) = 28.5 liters (L) <br /> L. <br /> thus, (8000 ft2)(10 ft)(0.30)(28.5 L 1 W) = 680 000 L of highly impacted groundwater <br /> LW The groundwater plume in figure 7 is divided in half, into an outer ring (50%) and inner <br /> ring. The inner ring was further divided into the center one-third (16% of the total) highly <br /> contaminated zone and the moderately contaminated two-thirds (34% of the total) outer <br /> L. zone of the inner ring, yielding three concentric rings. <br /> From the quarterly analytical groundwater results and figure 7, the innermost ring (16%), <br /> LN middle ring (34%), and outer ring (50%) have average contaminant concentrations of <br /> gasoline of 40,000 micrograms/litter (kg/L) , 5000 µg/L, and 500 µg/L respectively. <br /> LO <br /> No <br /> JJW GEOSCIENCES InC. <br />