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i <br /> M <br /> • The soil stockpile will remain covered with plastic and BAA will not attempt to <br /> bioremediate or aerate the soils After the stocpile evaluation has been completed, <br /> a final decision will be made as to if soils will be disposed off site or remediated on <br /> site <br /> 3 6 Report of Excavation <br /> A report of excavation and disposal will be completed describing all work completed <br /> during the remedial excavation The report will include excavation quantities, the <br /> results of the soil sampling, a description of all sampling methods, and backfilling <br /> methods The report will be submitted following the completion of the disposal of <br /> the excavated soil and will address the stockpile characterization <br /> 4.0 PLAN FOR DETERMINING GROUNDWATER CONTAMINATION <br /> As requested by the SJCPHS, water sampling will be performed at the three wells on <br /> site Groundwater sampling will be initiated after completion of the excavation <br /> remediation. <br /> Piezometers P-1 and P-2 will be developeci prior to initial sampling The wells will <br /> be developed by purging (by bailing) 4 to 10 casing volumes of groundwater from <br /> each location. Purg;ng will continue until pH, conductivity and temperature have <br /> stabilized After development the wells will be allowed to settle for a minimum of <br /> 24 hours before initiating sampling <br /> Prior to sampling, the wells (P-1, P-2, and IVIW-1) will be tested for the presence of <br /> free product by the use of a clear bailer The wells will then be purged until <br /> approximately two to four casing volumes have been removed and the pH, <br /> conductivity and temperature have stabilized The sample will be obtained using a <br /> disposable polyethylene bailers to eliminate the possibility of cross contamination <br /> between wells The samples will be placers in appropriate laboratory supplied <br /> sample containers using system designed to minimize the loss of volatile <br /> components For volatile organic analyses, 40 milliliter sample vials with a teflon <br /> backed silicone septa in an open top lid will be used The sample vials will be filled <br /> completely, avoiding all air bubbles and transported at 4`C to a State certified <br /> analytical laboratory Groundwater will be analyzed for the TPH diesel and BTEX <br /> All purge water will be stored on site in appropriately labeled 55-gallon drums prior <br /> to disposal Water screening for disposal will take place at the time of groundwater <br /> sampling The results of the first set of sampling will be submitted with the report <br /> describing the excavation Monthly monitoring thereafter will be documented in <br /> separate reports. <br /> i <br /> i <br /> 5 <br /> BRUNSING ASSOCIATES, INC V��� <br />