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S E C ® R <br /> � I <br /> •' Mr Michael lnfurna i <br /> July 16, 2004 II <br /> Page 2 { <br /> f I f <br /> ASSESSMENT ACTIVITIES AND FINDINGS 17 <br /> On September 2, 2003, SECOR supervised Cascade Drilling Incorporated (Cascade) of <br /> Sacramento, California, as they advanced two soil borings, USB-1 and USB-2, and installed ' <br /> one groundwater monitoring well, MW-67UA, at the locations shown on Figure 2 Soila <br /> borings USB-1 and USB-2 were advanced to 10-%2 feet below ground surface (bgs) h <br /> Groundwater monitoring well MW-67UA was advanced to a total depth of 16-1/2 feet bgs <br /> On December 11, 2003, SECOR supervised Cascade as they installed one additional h3 <br /> groundwater monitoring well, MW-68A, at the location shown on Figure 2 Groundwater <br /> ,k,I <br /> monitoring well MW-68A was advanced to a total depth of 41-'/2 feet bgs Each boring <br /> location was hand-cleared using an air-knife tool to a depth of approximately 8 feet bgs <br /> Groundwater and select soil samples were collected for each boring and submitted for oE1'"ia <br /> chemical analysis Field and laboratory procedures are included in Attachment 3 <br /> Assessment activity findings are summarized below <br /> 4 , <br /> SUBSURFACE CONDITIONS <br /> I <br /> Field observations and boring logs indicate that the top 5 feet of soil consisted primarily of JI <br /> • clayey silt with sand or silt with sand From approximately 5 to 10 ft bgs sandy silt, silty <br /> sand with clay, and clayey silt was encountered Beyond 10 feet bgs, the sands, silts, and µ <br /> clays were interspersed with lenses of clay ranging from 1 to 5 feet in thickness The color ` <br /> of clays logged within 1 to 10 ft bgs were generally grayish-brown or olive-brown, black, and r <br /> dark gray During boring activities groundwater was typically encountered around 7 to 9 ft ;+ <br /> bgs Boring logs are included in Attachment 4 14, <br /> SOIL ANALYTICAL DATA <br /> Selected soil samples were submitted to Lancaster Laboratories Incorporated (Lancaster) <br /> of Lancaster, Pennsylvania for chemical analysis With the exception of the UST soil <br /> samples, which were not analyzed for ethanol and methanol, soil samples were analyzed <br /> for the following constituents <br /> • total petroleum hydrocarbons as gasoline (TPHg) using CA LUFT Gasoline method, <br /> • total petroleum hydrocarbons as diesel (TPHd), methanol, and ethanol using <br /> modified EPA Method 8015B, <br /> • benzene, toluene, ethylbenzene, and total xylenes (BTEX), methyl tertiary butyl <br /> ether (MtBE), tertiary butyl alcohol (TBA), ethyl tertiary butyl ether (EtBE), di- ryR <br /> isopropyl ether (DIPE), tertiary amyl methyl ether (TAME), 1,2-dibromoethane (1,2- <br /> DBA), and 1,2-dichloroethane (1,2-DCA) by EPA Method 8260B, and i <br /> . • total lead by EPA Method 6010B <br /> I IChevron110016211REPORTS120041UST Site Assessment Report doe <br />