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r}� (40) <br /> • 18 June 1997 <br /> AGE-NC Project No. 95-0109 <br /> Page 2 of 6 <br /> All samples were analyzed for total petroleum hydrocarbons quantified as gasoline (TPH-g) and <br /> volatile organics (benzene, toluene, ethylbenzene and xylenes; BTE&X) in accordance with EPA <br /> methods 5030/8015m, and 602, respectively. <br /> Samples were also collected from MW-9 and MW-14 and placed in 40-m1 VOA vials with no added <br /> preservative. These two samples were placed in a chilled container and transported under chain-of- <br /> custody to A. Keith Kaufman, M.S., in Culver City, California. These samples were analyzed for <br /> physicochemical properties and microbiological enumeration. Table 2 and Table 3 summarize the <br /> results of these analyses through June 1997. <br /> 2.3. PROBING AND SAMPLING <br /> On 20 June 1997, two soil probe borings (probings) were advanced at the site using AGE's <br /> Geoprobe 5400 probing unit equipped with 1.25-inch diameter probe rods and a 2.15-inch diameter <br /> soil sampling assembly. Probing P-20 was advanced approximately two feet south of P-14 and 18 <br /> feet northwest of VW-5; probing P-21 was advanced approximately four feet northwest of P-16 and <br /> . 20 feet northeast of VW-5. Each probing was advanced to a total depth of 55 feet below surface <br /> grade (bsg). Probing locations are shown on Figure 2. <br /> Soil samples were collected at 5-foot intervals, beginning at 20 feet bsg, for the total depth of each <br /> probing. All samples were collected using the Geoprobe soil sampling assembly loaded with four <br /> 1.125-inch by 6-inch brass sleeves. After collection, the ends of the second brass sleeve were <br /> covered with aluminum sheets, capped and sealed with tape. The sleeves were labeled, placed in a <br /> chilled container and selected samples were transported to MAI under chain-of-custody. A total of <br /> seven soil samples were analyzed for TPH-g and BTE&X in accordance with EPA methods 8015m <br /> and 8020. Five samples were transported in a chilled container to A. Keith Kaufman and analyzed <br /> for physicochemical properties and microbiological enumeration. <br /> All probing rods, sampling tools and sample liners used for sample collection were thoroughly rinsed <br /> with clean water after washing with a solution of Alconox between each sampling run. All probings <br /> were backfilled over their entire depth with Portland cement. <br /> 2.4. LOGGING <br /> Soil was extruded from the remaining brass sleeves and screened for the presence of organic vapor <br /> using a photo-ionization detector (PID: Thermo Environmental 580A, 10.0eV, calibrated to <br /> • isobutylene), and the readings were recorded on the boring logs. Soil was described in accordance <br /> with the Unified Soil Classification System (see Boring Logs, Appendix Q. <br /> AdvancedGeAnviron mental,Inc. <br />