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FIELD SCREENING OF SOILS EXCAVATED AND EXCAVATIONS <br /> Upon removal of the product dispensing piping and the three underground storage tanks (UST's) <br /> the native soils will be field screened using a photo-ionizing detector (PID) with a 10.6 ev bulb. i <br /> This detector is sensitive to volatile organic compounds that have an electron potential of or greater <br /> than 10.6 e.v. Gasoline vapors are readily detected with this detector and it is the preferred field- <br /> screening instrument for screen soils at suspected gasoline-contaminated sites. <br /> The excavator will obtain soil from the base of the excavations and from the sidewalls in areas of <br /> suspected contamination (i.e. soil staining, odor etc,). There will be no entry into the excavation <br /> by personnel. The geologist will then screen the entire bucket of the excavator with the PID, <br /> placing the highest responses into a ziplock bag and sealing the bag. The bag will be allowed to <br /> warm in the sun, or if foggy near the exhaust of an engine. Heating the soil and releasing vapors <br /> into the headsP ace of the sealed baggy. The geologist will then peal the seal of the baggy just <br /> enough to introduce the sample port of the PID into the bag,to obtain a reading of the vapors inside <br /> the bag. If the readings are in excess of 50 ppmv (parts per,million vapor) a decision will be made <br /> to excavate thatarea. Some high readings are the result of water vapor entering the detector and <br /> can result in false positives. <br /> E <br /> EXCAVATED SOIL HANDLING <br /> All excavated soils will be placed on and covered with plastic liner. Samples of the excavated soil <br /> will be obtained after completion of the excavating. Once laboratory results have been received <br /> (approximately five working days) the clean soils will be used as compacted backfill in the j <br /> excavated areasand any contaminated soil will be profiled into an accepted landfill. It is <br /> anticipated that the soil will be clean and non-hazardous and non-hazardous manifest transported <br /> for disposal to Forward Landfill, Stockton, California. The frequency of the samples will adhere <br /> to Forward Landfill and San Joaquin County Health requirements. The removed pea gravel will <br /> not be used as backfill and will be disposed of and soils excavated will be used as compacted <br /> backfill in the UST excavation. <br /> Cleaned soils are those that have been remediated and will"not leach gasoline compounds into the <br /> groundwater. Update Status Report #53 dated October 9, 1998 contained Tier 2 RBCA in <br /> calculated the Soil Leaching Appendix G which g to Groundwater concentrations for Benzene, <br /> rr <br /> Toluene, Ethylbenzene, Xylene isomers and MTBE indicate the following concentrations as Site <br /> Specific Target Levels (SSTLs) that can be left in the soil: <br /> Compound mg/Kg Compound mg/Kg <br /> Benzene 0.49 MTBE . 2.1 <br /> Toluene 340 Ethylbenzene 160 <br /> Xylene isomers >500 Gasoline >500 <br /> Confirmation soil boring S134 drilled and sampled on June 4, 1997 showed that the vapor extraction <br /> remediated the soil near the UST area. The fifteen foot depth (bgs) below ground surface sample <br /> 4 R-603 UST WP 2/23/99 <br />