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...... ------------ - with a photoionization detector was used to detect the presence of hydrocarbons in the soil samples. Soil samples were collected for chemical analysis, commencing at approximately 5 feet and extending into the saturated zone. The readings from the CVM are contained in Table 4. Well Construction For Boring MW-I , the first 5 feet was moist dark gray clay with some organic matter. From approximately 5 to 9 feet medium-gray silty clay, moist with slightly organic matter. At approximately 9 to 13 feet, tan clayey silt grading to tan silty fine sand moist to wet. At approximately 13 feet the material changed to medium-brown sand, medium grained, little or no fines,, sand grains subrounded to subangular and saturated. This well was very quick to charge. At approximately 22 feet the boring was terminated. Twelve feet of 0.02 inch screened 2-inch-diameter, Schedule 40 PVC casing was placed at the bottom of well NW-1 . The remainder of the well was constructed using regular 2-inch-diameter, Schedule 40 PVC casing. Approximately 15 feet of #3 Lonestar Sand was used for the filter pack with a two foot Bentonite seal above the sand. The remaining portion of the well was filled with cement grout and a stove pipe placed above grade to avoid surface water contamination. A locking cap with lock was placed in the casing to avoid inadvertent surface contamination to groundwater. For Boring MW-2, the first 5 feet was moist dark gray clay plastic and moist. From approximately 5 to 10 feet dark gray clay, moist, locally silty. At approximately 10 to 15 feet, medium-brown silty fine sand moist. From approximately 15 to 19 feet, medium-brown fine sand, wet, little or no fines. From approximately 19 to 21 feet, light brown clayey silt, moist to wet. This well was very quick to charge. At approximately 20 feet the boring was terminated. Ten feet of 0_02 inch screened 2-inch-diameter, Schedule 40 PVC casing was placed at the bottom of well MW-2. The remainder of the well was constructed using regular 2-inch-diameter, Schedule 40 PVC casing. Approximately 12 feet of #3 Lonestar Sand was used for the filter pack with a two foot Bentonite seal above the sand. The remaining portion of the well was filled with cement grout and a stove pipe placed above grade to avoid surface water contamination. A locking cap with lock was placed in the casing to avoid inadvertent surface contamination to groundwater. For Boring MW-3 , the first 4 feet was dark brown clay, moist and organic. From approximately 5 to 10 feet medium-gray silty clay, moist, plastic with veins of caliche. From approximately 10 to 15 feet, medium-brown silty fine sand with clay, wet, thin lenses 3