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Margrave Property , <br /> Report-Soil Boring Installation <br /> Project No.148.2 <br /> January 7, 1994 <br /> Page 2 <br /> it <br /> On September 17, 1993 Mrs. Margrave authorized Geological Technics Inc. to <br /> prepare a work plan to further investigate the suspected release of petroleum <br /> hydrocarbons from the former UST. <br /> i <br /> On October 29, 1993 GTI submitted the Soil Boring. Installation Work Plan. <br />' accompanied by a soil boring permit ,application and appropriate fee to the <br /> SJCPHS. On December 6, 1993 Mr. Steve Sasson of.SJCPHS approved the Work <br /> r Plan as written and issued the soil boring permit. <br /> On December 16, 1993 GTI-mobilized to the site and conducted the proposed <br /> subsurface investigation. <br /> 2.0 SUBSURFACE INVESTIGATION <br /> The purpose of drilling the soil borings was to provide a better understanding of <br /> the site's vadose zone environment and how its geology may have affected the <br /> transport of petroleum hydrocarbons and its attenuation processes. More <br /> specifically it has defined the lateral and confirmed the vertical extent of soil <br /> t, contamination. <br /> 2.1 Soil Boring Installation <br /> On December 16, 1993, GTI and well drillers Osterberg and Stewart Inc. mobilized <br /> drilling equipment to the site. Hollow stem auger drilling methods with wire <br /> line coring equipment were utilized for .this investigation. Four soil borings, SB- <br /> 1, SB-2, SB-3, & SB-4, were drilled adjacent to the former UST excavation (Figure <br /> r 2). Mr. Steve Sasson of the SJCPHS was on site to observe the drilling activity. <br /> L` <br /> During drilling, soil samples were collected for geological and analytical <br /> evaluation at 5 foot intervals starting at eight feet'below ground surface to the <br /> L, total depth of 30-35 feet. Soil samples for laboratory analyses were collected in <br /> brass liners using a 2.5 inch. modified California split spoon sampler. All soil <br /> samples were sealed with aluminum foil, capped, labeled and placed in a cooler <br /> at 4° Celsius for. transport to the laboratory following Chain of Custody protocol. <br /> 2.2 Field Screening Methods <br /> C <br /> Because every soil sample collected was not submitted for laboratory analysis, a <br /> screening process was used to gather additional information through field <br /> observation noting sediment type, especially grain size and clay content, <br /> moisture content, visible evidence of contamination, i.e., color change due to <br /> 4� <br />