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i <br /> i <br /> Soil from one sample liner from each sample collected was screened. with a photoionization <br /> detector (PID) for volatile organic content. One sample was collected from SBI and three <br /> samples were collected from SB2. Samples were analyzed for benzene, toluene, ethylbenzene, <br /> xylenes (BTEX), total petroleum hydrocarbons as gasoline (TPHG), and total petroleum <br /> hydrocarbons as diesel (TPHD) by RESNA's Environmental Laboratory (DHS Cert. No. 1211) <br /> utilizing EPA methods 8020 and modified 8015, respectively. Analytical results for soil are <br /> summarized in Table 2. Laboratory data sheets and chain-of-custody documentation are included <br /> i <br /> in Appendix III. <br /> Between sampling attempts, all sampling equipment was cleaned using a three-bucket wash <br /> I <br /> system. In this system, the liners and samplers are scrubbed with a brush in a bucket of tap <br /> water and detergent, rinsed in a second bucket of tap water, and given a final rinse in a bucket <br /> of distilled water. Drill p <br /> were cuttings laced on and covered with 6 'mil plastic sheeting and <br /> i remain on-site. <br /> I <br /> 3.2 Subsurface Conditions <br /> 1 <br /> Soils encountered beneath the site consisted primarily of backfilled pea gravel and native silt. <br /> The maximum depth explored was approximately 28.5 feet below grade. <br /> No soil contamination was detected in any samples collected beneath the former tank pit. Field <br /> PID measurements recorded readings of 2 ppm at a depth of approximately 18 feet below grade <br /> in SB2 prompting further advancement of the boring to collect additional samples. Additional <br /> samples were collected from SB2 at depths of approximately 23 and 28 feet below grade. These <br /> samples also recorded PID readings of 2 ppm. No hydrocarbon odor or discoloration were <br /> noted by the field geologist during site activities. Laboratory analysis determined that no <br /> petroleum hydrocarbons were present in any soil samples collected from borings SBI or SB2. <br /> !.r Groundwater was not encountered and is estimated to be approximately 90 feet below grade. <br /> a � <br /> R-010792ML 4 <br /> r <br />