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4.0 CONCLUSIONS AND RECOMMENDATIONS <br /> This environmental site investigation included the drilling of twelve sod borings for soil and <br /> 9 9 9 <br /> groundwater grab sampling using a Geoprobe rig Field observation and analytical laboratory <br /> results indicate that diesel and gasoline hydrocarbons have impacted soil and groundwater <br /> beneath the site, the city of Tracy right-of-way (Hamilton Alley) and other private property parcels <br /> to the north and east of the site Soils beneath the site were found to consist of a fining-upward <br /> sequence of siliciclastic sediments The uppermost soil is a silty clay to a depth of approximately <br /> 7 feet bgs Below 7 feet bgs and to a total depth of 20 feet bgs, the sod consists of a sility fine <br /> sand with a generally decreasing content of clay Groundwater was encountered at approximately <br /> 7 feet bgs <br /> Soil samples collected from sod borings located within and in close proximity to the former UST <br /> g p Y <br /> excavation contained the highest concentrations of diesel and gasoline hydrocarbons Petroleum <br /> hydrocarbons were detected in soil samples collected at 10 feet bgs. at concentrations as high as <br /> 1,800 ppm of TPH-as-diesel, 400 ppm of TPH-as-gasoline and 5 4 ppm of benzene MTBE was <br /> not detected in any of the sod samples analyzed Vertically, the extent of impacted soil is defined <br /> to less than 15 feet bgs The most heavily impacted sod is present from dust above the current <br /> groundwater table at approximately 7 feet bgs to a depth of approximately 12 feet bgs Laterally, <br /> impacted soil extends to the north of the site beneath Hamilton Alley and the private property <br /> parcels east and north of the site The lateral extent of impacted soil to the north and east of the <br /> site is not fully defined <br /> Groundwater grab samples collected from all of the sample locations contained detectable <br /> concentrations of diesel and gasoline hydrocarbons Petroleum hydrocarbons were detected in <br /> close proximity to the former UST excavation at concentrations of 1,300,000 ppb of TPH-as- <br /> diesel, 140,000 ppb of TPH-as-gasoline, 11,000 ppb of benzene and 400 ppb of MTBE Some <br /> free product was observed during the soil and groundwater sampling in and around the former <br /> UST excavation Laterally, impacted groundwater extends to the north and east of the site under <br /> Hamilton Alley and private property The lateral extent of impacted groundwater is not defined <br /> Based on the results of the soil and groundwater grab sampling, Ramage Environmental <br /> recommends the following course of corrective action <br /> 1 Based on the results of the soil and groundwater grab sampling, position and install a network <br /> Of groundwater monitoring wells to monitor the concentration and migration of the plume of <br /> impacted groundwater Given the relatively large size of the plume, at least six wells may be <br /> . necessary to monitor the plume Groundwater should be monitored and sampled from each of <br /> 11 <br />