Laserfiche WebLink
interbedded sands and clays, mostly under reduced conditions(Sierra-Pacific Groundwater Consultants <br />' [SPGC], 1994) <br /> Lithologtc data at Site 3 indicate that, in general, the interval from roughly 13 to 23 feet bsg beneath <br />' the former tanks comprises mostly silt, clayey silt, and clay Silty sand occurs below tins interval, <br /> which grades downward into loose, dark gray to greernsh-gray, poorly-graded sand This dark gray <br /> sand was observed in all three borings from approximately 30 to 41 feet bsg,the total depth explored <br />' Data from nearby studies indicate that the current depth to groundwater in the vicinity ranges from <br /> about 5 to 10 feet bsg (SPDC, 1998, and EMCON, 1998) Seasonal fluctuations in the water table <br /> appear to range from about 3 to 5 feet, with some as much as 6 to 9 feet Tank removal inspection <br /> records for Port sites (dating back to 1987) indicate that no groundwater was encountered during <br /> excavation or soil resampling to a depth of as much as 16 feet bsg Water levels in this area have risen <br /> as much as 8 feet since 1994, 2 to 3 feet of which appear to be attributable to the heavy and prolonged <br /> EI Nino rainfalls the winter of 1997 Water levels measured in the three initial borings at Site 3 on <br /> August 7, 1998 ranged from about 9 5 to 12 feet bsg Based on nearby studies (SPGC, 1998 & <br />' EMCON, 1998) groundwater flow direcbons in the vicinity appear to be variable, ranging from west <br /> northwest to east southeast Flow direction changes may be due to tidal influences produced by the <br /> deep water channel to the north and the San Joaquin River to the west and southwest of the Port <br />' complex <br /> HISTORY OF SITE WORD <br /> Two underground storage tanks (USTs) were removed from the site on February 16, 1988 They <br />' consisted of two, 12,000-gallon capacity, steel, USTs, which both contained unleaded gasoline Upon <br /> removal of the USTs, discolored gray soil and strong petroleum product odors were detected at the <br /> southern ends of both tanks Minor petroleum product odor was detected at the north end of Tank#1, <br /> while no odor was detected at the north end of Tank#4 <br /> Four soil samples were collected by `California Water Labs' (CWL) from the ends of the USTs <br />' subsequent to excavation on February 16, 1988 from a depth of approximately 13 feet bsg No <br /> groundwater was encountered during excavation or samphng <br /> Four additional soil samples were collected by CWL on March 15, 1988 These samples were <br /> collected from the same locations as during the tank pulls,but from a depth of 16 feet bsg A review of <br /> the SJCEHD inspection report indicates that the inspector found "gray soil observed on all samples <br /> with petroleum-like odor" The report also notes that no groundwater was encountered to a depth of <br /> 16 feet bsg Soni samples collected from beneath the tanks were submitted to CWL for analysts All <br />' soil samples were analyzed for total petroleum hydrocarbons as gasoline (TPHg) and total petroleum <br /> hydrocarbons as diesel (TPHd) by EPA method 8020 Selected samples were analyzed for ethylene <br /> dibromide (EDB) by EPA method 8010, and total lead Analytical results indicated low levels of <br />' petroleum hydrocarbons (PHCs) detected in the initial soil samples, primarily in the samples collected <br /> at the south ends of the tanks where petroleum product odor was detected However, PHC <br /> . concentrations in the follow up samples collected approximately 5 feet below the initial samples, were <br /> significantly attenuated relative to the mttial concentrations in the initial samples No EDB was <br /> usr s y¢s ilia 2 <br />