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00-3737 <br /> Paragon collected continuous 1'/2-foot soil samples at boring location P-1, and 1%2-foot <br /> soil samples approximately every five feet during the advancement of the other five soil <br /> borings. Spectrum used a 2'/2-inch diameter split spoon fitted with three, 6-inch long by 2- <br /> inch diameter brass tube inserts to obtain the samples. Paragon field-screened the soil <br /> samples for TOV using a PID. We generally followed our standard protocols (see <br /> Appendix D). Table 4 below summarizes PID readings. <br /> Table 4: Field Screening Results (ppmv) <br /> Depth (feet) P-1 P-2 P-3 P-4 P-5 P-6 <br /> 0-1 - - - 19 1.6 1.0 <br /> 1-2 0.2,0.0 0.3,0.0 1.2, 0.4 0.0, 0.0 1.0,0.1 0.0,0.0 <br /> 2-3 0.5 - - - - - <br /> 3-4 0.2 - - - - - <br /> 4-5 0.2,0.2 - - - - - <br /> 5-6 0.7,0.3 0.0 0.3,0.5 0.0, 10 0.1, 0.1 0.1 <br /> 6-7 0.5 0.0 0.6 2.0 0.2 0.0 <br /> 7-8 0.6,0.5 - - - - - <br /> 8-9 0.7 - 0.0 - - 0.1 <br /> 9-10 0.5 0.0,0.0 0.6, 0.7 - 0.0,2.3 0.0,0.0 <br /> 10-11 0.0, 1.0 0.0 - 1.6, 19 - - <br /> 11-12 1.8, 1.1 - - 22 - - <br /> ' . 12-13 1.1=1.2 = _ _ <br /> 13-14 <br /> 14-15 <br /> 15-16 0.2 0.9, 1.0 4.0, 0.9 - - <br /> 16-17 1.1 1.2 0.3 0.0 <br /> Based upon the field screening results, Paragon submitted the 0.5-1.0 foot and 11.0-11.5 <br /> foot soil samples from boring P-4 to Zymax Envirotechnology, Inc. (Zymax) of San Luis <br /> Obispo, California for laboratory VOC analysis. Laboratory analyses of soil samples did <br /> not identify any VOCs above method detection limits. Appendix E presents Zymax <br /> certificates of analysis and chain of custody documentation. <br /> 4.2 Groundwater Monitoring Wells <br /> Immediately following advancement of each soil boring, Paragon oversaw the <br /> installation of a groundwater monitoring well in each (designated PES-1 through PES-6). <br /> Spectrum constructed these wells of Schedule 40, two-inch diameter polyvinyl chloride <br /> casing with 0.01-inch slotted screen. We generally followed our standard protocols (see <br /> Appendix D), except we grouted the annular space from the bentonite seal to grade with <br /> cement, in accordance with PHS-EHD requirements. The boring logs (Appendix B) <br /> include monitoring well construction diagrams. <br /> 3422 West Hammer Lane,Stockton,California <br /> -8- <br />