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G�olagkal Tecknusl Page 6 <br /> Site Conceptual Model Report <br /> Marcs Property <br /> Project No 7012 <br /> August 23,2004 <br />' 2.5 Contaminant Distribution <br />' 2.5.1 Vadose Zone <br />' Figures 4 &. 6 illustrate the soil and groundwater contaminant distribution as superimposed <br /> on cross sections A - A' and B — B' The groundwater data from the June 7, 2004, <br /> monitoring event are presented in the diagrams adjacent to the respective well's screened <br /> interval ' <br /> In Figure 4, a column of soil contamination is present under the former UST <br />' excavation/dispenser area In the vicinity of MW-6/MW-106, no soil contamination was <br /> detected and Wm Hunter & Associates stated no contamination was present in MW--3 Tins <br /> suggests that the contanunation migrated downward to impact the groundwater without less <br /> ' permeable soil layers causing lateral dispersion higher in the column In Figure 6, a similar <br /> situation is present The contaminated soil column under the UST excavation/dispenser area <br /> appears to extend toward MW-5 @ 34 feet bgs <br /> The field geologist noted a strong HC odor at 40 feet b and a free product interface at 45 5 <br /> feet bgs in boring MW-7 The soil concentration of 9, 0 mg/kg TPH-D @ 45 feet bgs does <br /> correlate with the free product noted at this depth It is likely that the geologist had <br /> encountered non-aqueous phase liquids (NAPLs) entrained in the silty soil TPH-D was <br /> detected in soil at 55 feet at a concentration of 12,200 mg/kg, then attenuating to 331 mg/kg <br /> at 70 feet bgs Once reaching the groundwater table the diesel contamination spread laterally <br /> with the rise and fall of the groundwater table <br /> ' 2.5.2 Groundwater <br /> As stated above, Figures 4 and 6 illustrate the June 7, 2004, monitoring event groundwater <br /> ' contaminant distribution as superimposed on cross sections A - A' and B — B' The <br /> groundwater data are presented in the diagrams adjacent to the respective well's screened <br /> interval <br /> ' The TPH-D distribution in the shallow wells is illustrated in Figure 9. Well MW-5 continues <br /> to contain the highest concentrations of detected contaminants It has not been down gradient <br /> ' of the former UST location for the momtonng events completed by GTI to date The reason <br /> for this anomaly is not known, but could be related to geologic units that slope to the west <br /> None of the deep wells contained laboratory contaminants concentrations above the <br /> ' laboratory reporting limits and therefore a contour map was not developed <br /> 2.6 Contaminant Mass Estimate Calculations <br /> ' The total mass of diesel petroleum hydrocarbons released at the site is unknown In order to <br /> determine the fate and transport of the contamination and hence the future risk these <br /> compounds may pose to human health, an estimate of contaminant mass is necessary <br /> 1 <br />