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05 November 2007 <br /> AGE-NC Project No. 06-1481 <br /> Page 4 of 7 <br /> the risk from the prior detections of chemicals at the site. <br /> AGE will advance a total of 28 borings using direct push technology in the areas of concern to assess <br /> for contaminant-impacted vapor, or soil and/or ground water beneath the site. <br /> • Seven borings will be advanced to twenty feet below surface grade (bsg) for the collection <br /> of soil samples. <br /> • Eighteen soil borings will be advanced for the collection of soil vapor samples collected from <br /> a depth of 5 feet bsg. <br /> • Three borings will be advanced to depth of 45 feet or until ground water is encountered for <br /> the collection of grab ground water and soil samples. <br /> The proposed probe boring locations are illustrated in Figure 2. Field procedures for advancement <br /> of probe boring and collection of soil samples are presented in Sections 4.1 and 4.2. <br /> As the borings are advanced for soil sampling, soil will be collected at 5-foot intervals beginning at <br /> 5 feet bsg and extending to the total depth of the probe boring. Selected soil samples from each probe <br /> boring may be submitted for laboratory analysis. Samples selected for analysis will be analyzed by <br /> a State of California Department of Health Services(DHS)-certified laboratory for some or all of the <br /> following constituents: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g), diesel (diesel),hydraulic oil <br /> (TPH-ho) and motor oil (TPH-mo) in accordance with EPA Method 8015M; <br /> • Volatile organic compounds,including benzene,toluene,ethylbenzene and xylenes(BTEX), <br /> and methyl tertiary-butyl ether(MTBE) in accordance with EPA Method 8260; and <br /> • CAM 17 Metals in accordance with EPA Method 6010B. <br /> Laboratory reports for soil analyses, testing methods, laboratory quality assurance/quality control <br /> (QA/QC) reports, and sample chain of custody documentation will be presented in a report with <br /> findings and recommendations. <br /> 3.3. GRAB GROUND WATER SAMPLE COLLECTION AND ANALYSIS <br /> Grab ground water samples will be collected from three of the ten borings based on site conditions <br /> during the boring process using a Geoprobe water sampling assembly.Samples will be collected into <br /> 40-m1 volatile organic analysis(VOA)vials and 1-liter amber bottles as appropriate for the required <br /> Advanced GeoEnvironmental,Inc. <br />