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L <br /> City of Stockton A68I07.OIB <br /> July 14 1997 <br /> LPage 7 <br /> Descriptions of the conditions encountered in the soil borings are presented in the logs of <br /> soil borings (Appendix Q. <br /> The foregoing is general$ g a g summary of the subsurface conditions encountered 1n the soil <br /> borings drilled for this investigation. Stratification lines on the soil boring logs represent <br /> L approximate boundaries between soil types. Actual transitions between soil types may be <br /> gradual, and the interpretation of various soil types from soil cuttings is subjective: <br /> L5.2 Resultl of Fiddi : The results of the field screening with the PID are <br /> summarized in Table 2. <br /> TABLE <br /> Sambr3' <br /> STY of Fid Screening Results <br /> 5aiiiple EoratIoe 38tstpie Dcpt3i PID iteaAmg Sample I ovation Sample Depth PIU lteadsrig <br /> SP-1 16 0.1 SP-IA 20 0.1 <br /> L 26 0.1 <br /> SP-2 7 0 SP-3 6 0.1 <br /> y 10 0 12 0 <br /> 14 0 14 q <br /> 20 0 20 0 <br /> FR% - feet below site grade <br /> PID - photoionizatioe detector <br /> ppm - parts per million <br /> L5.3 &ILUmlole Analylical Resultl: A s of analytical resin <br /> summary ytI is for soil samples <br /> collected in the soil probe locations and selected for testing during this investigation are <br /> Lpresented in Table 3. Laboratory analysis reports and chain-of-custody documentation are <br /> presented in Appendix D. <br /> L <br /> L <br /> L i <br /> i <br /> L <br /> t <br /> Lv <br /> L <br />