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perforated or slotted galvanized steel probe pipe (hydropunch method). Groundwater samples <br /> will be collected and transported in appropriate containers provided by the laboratory. The <br /> containers will be labeled, double bagged in plastic baggies, entered into a Chain of Custody <br /> form, stored in an ice chest and submitted to Curtis & Tompkins, Ltd. for analyses. <br /> All collected groundwater samples will be analyzed for TPH in accordance with EPA Method <br /> 8015M calibrated as diesel and gasoline, and for Volatile Organic Compounds(VOCs),including <br /> BTEX in accordance with EPA Method 8240 and for Semi-Volatile Organic Compounds in <br /> accordance with EPA Method 8270. <br /> After completion of the drilling and sampling, the boreholes will be backfilled with bentonite <br /> chips or cement grout to one foot below grade surface. The upper one foot will be capped with <br /> concrete or asphalt to match existing grade surface. <br /> SOIL CUTTINGS/DISPOSAL <br /> No soil cuttings are anticipated to be generated from the coring operation. <br /> FINAL REPORT <br /> A report will be prepared which will include logs of the borings, laboratory analytical results, <br /> findings, conclusions and recommendations relating to subsurface conditions. In the event <br /> further study or remediation is recommended, CRC will provide conceptual cost estimates to <br /> perform any additional investigation or site remediation. <br /> American Savings Bank Project#2100-247-5 <br /> CRC Environmental Risk Management,Inc. 1888 Lockheed Court <br /> September 15, 1994 Stockton, California <br />