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Onsite and Offsite Assessment Report 4 <br /> i The Southland corporation,2725 Country Club Boulevard Stockton California November 30 1998 <br /> 2.2 Soil Borings <br /> On September 29 and October 2, 1998, Fluor Daniel GTI supervised the drilling of 17 soil borings <br /> (OSGP1 -6 on the Patmon Property and GP-7-17 on the Southland site)to depths of 20-30 feet BGS <br /> utilizing direct-push drilling techniques(Figure 2). <br /> Drilling was conducted using a truck-mounted direct-penetration GeoprobeTm rig at the locations shown <br /> on Figure 2. The sampling rig drives 1.54nch-diameter by 4-foot-long stainless steel barrels lined with <br /> 14nch-diameter by 64nch-long brass sample tubes at each location. The sampling equipment was <br /> steam cleaned prior to sampling the soil at each interval (steam-cleaning water was stored at the <br /> Southland site pending disposal by a licensed waste hauler). Upon completion, each borehole was <br /> �. backfilled with bentonite/cement slurry, and patched at grade with asphalt patch. <br /> .� 2.3 Soil and Groundwater Sampling <br /> Soil samples were collected from borings at the Patmon Property at depths of 4,6, and 8 feet below <br /> �. grade. Soil samples were collected at the Southland site at 5-foot depth intervals beginning at 5 feet <br /> BGS. All of the soil samples collected from the Patmon Property were submitted for analysis on a <br /> rapid turnaround basis. Samples collected from 15 feet below grade on the Southland site were <br /> submitted for analysis on a rapid turnaround basis. <br /> Each soil sample was screened for hydrocarbon vapors using a photo ionization detector(PID). Soils <br /> encountered during drilling were logged using the Unified Soil Classification System by a Fluor Daniel <br /> GTI field geologist,working under the supervision of a California registered geologist. One sample tube <br /> .. from each sampling interval was sealed with teflon sheets, capped,taped, labeled, placed on ice in an <br /> insulated container, and transported to a state-certified laboratory for analysis. <br /> All of the soil samples collected for analysis were analyzed for BTEX, MTBE, and TPH-G by EPA <br /> methods 80208015 modified, and for oxygenates TBA, MTBE, DIPE, ETRE, and TAME by EPA <br /> method 8260.A total of 20 soil samples collected on September 29, 1998 from the soil borings were <br /> v submitted on 24-hour turnaround (Appendix B),while the remaining soil samples were submitted on <br /> normal turnaround. <br /> Upon completion of the boreholes and following extraction of the geoprobe sampling rods, grab <br /> groundwater samples were collected from each boring. The samples were collected using a stainless <br /> steel bailer and then poured into 40-milliliter glass vials treated with hydrochloric acid. The vials were <br /> filled to zero headspace,sealed with Teflon-septum caps, labeled, placed on ice in an insulated cooler, <br /> and transported under chain of custody to a state-certified laboratory. The groundwater samples were <br /> analyzed for BTEX, MTBE and TPH-G using EPA methods 8020/8015 modified, and the oxygenates: <br /> 14117nr.rpt <br /> FLUOR DANIEL GTI <br />