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1 <br /> 3 0 CONCLUSIONS, RECOMMENDATIONS AND PROJECT STATUS <br />' <br /> Between December 30, 2005 and March 15, 2006, the groundwater surface rose an average of <br />' 1 21 feet, the groundwater gradient decreased from 0 0152 to 0 0113 foot/foot, and the <br /> groundwater flow direction remained toward the northeast The groundwater table is at the <br /> highest recorded level, since the monitoring wells were installed in July 2002 Otherwise, the <br /> groundwater surface characteristics are consistent with historical and seasonal trends <br /> 1 Between December 30, 2005 and March 15, 2006, gasoline compounds in groundwater generally <br /> decreased in all three monitoring wells Concentrations of gasoline compounds in groundwater at <br /> MW-1 have declined significantly, since the monitoring wells were installed in July 2002, probably <br /> due to source removal efforts and natural attenuation processes Since March 2004, <br /> concentrations of MTBE have been detected in the perimeter wells (MW-2 and MW-3) During <br />' the first quarter of 2006, the MTBE concentrations detected in MW-2 and MW-3 were both below <br /> the state of California Secondary Maximum Contaminant Level (MCL) of 5 pg/1 <br />' On November 1, 2005, EHD met with representatives of the San Joaquin County Facilities <br /> Management Department In a letter summarizing the meeting dated November 17, 2005, EHD <br /> states that <br /> There is a sand lens at 35 feet bgs at this site that may be a migratory pathway for the <br />' MTBE contamination It was discussed that placement of soil borings up-gradient <br /> (southwest) and cross-gradient (southeast) of MW-9 and obtaining soil samples and grab <br /> water samples from 35 feet bgs may provide definition for the site If those samples are <br /> non detect then the site should be evaluated to see if further investigation is needed <br />' On February 17, 2006, Ramage Environmental submitted to EHD, Work Plan, Additional Site <br /> Investigation , which proposed the drilling and sampling of the two soil borings recommended by <br />' EHD The proposed soil boring locations are shown on Figure 3 <br /> On March 10, 2006, EHD approved the two proposed soil borings, and requested that two <br />' additional soil borings be added to the scope of work EHD requested that one boring should be <br /> drilled through the former UST source area to define the vertical extent of impacted groundwater, <br /> and one boring should be located approximately 60 feet north of the former UST in the <br /> downgradient direction, to define the lateral extent of impacted groundwater at the groundwater <br /> table Ramage Environmental agrees that these two additional soil borings may be required to <br />' fully define the extent of impacted groundwater, so that the case can be considered for closure <br /> • 7 <br />