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06 December 2001 <br /> AGE-NC Project No_ 99-0605 <br /> Page 4 of 6 <br /> 3.4. WELL COMPLETION <br /> As directed by the PHS-EIID, the soil boring will be completed as a soil vapor extraction well. The <br /> well will be installed within the boring with a screened interval From IS feet to 43 feet bsg. <br /> Construction details and procedures are presented in Section 4.2. <br /> 3.5. SOIL VAPOR EXTRACTION PILOT TEST <br /> AGF will conduct an eight hour soil vapor extraction pilot test on the finished well to assess the <br /> extractable contaminant mass and to evaluate SVE as a remedial option at the site. Procedures for <br /> the SVE test are given in Section 4.4. <br /> AGE will evaluate the analytical data from the test and prepare a site assessment report, closure <br /> report , or if necessary a corrective action plan for remediation alternatives for addressing MTBE in <br /> soil at the site. <br /> 3.6. REPORT PREPARATION <br /> i;pon completion of field work and receipt of the final laboratory results, a report will be prepared <br /> presenting the findings of the investigation. The report will include a description of the work <br /> performed and results of the sampling and analysis. Conclusions and applicable recommendations <br /> will be included in the report. The report will be in a format acceptable to the PHS--.1-.HD and the <br /> CVRWQCB, and will be reviewed and signed by a California Registered Geologist. <br /> 4.0. FIELD PROCEDURES <br /> All field procedures will be overseen by an AGE representative working under the supervision of <br /> a California Registered Geologist. Procedures for soil sampling, ground water sampling, equipment <br /> decontamination and sample shipment are outlined below. <br /> 4.1. SOIL SAMPLING PROCEDURES <br /> The soil boring will be advanced using hollow-stem auger drilling techniques. Relatively undisturbed <br /> soil samples will be collected in the boring using a California modified split-spoon sampler fitted <br /> with 2-inch diameter, 6-inch long brass sleeves. Upon removal from the sampler, the sample sleeves <br /> will be separated with a clean knife. The exposed ends of the second sleeve will be covered with <br /> Teflon sheets. capped and sealed with tape. Each soil sample will be labeled with boring location, <br /> -tdvareced(:eoLiivirnnmental,Inc. <br />