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' Bank of Stockton - Cutter Lumber Site Page 4 <br /> Autumn Quarter Groundwater Monitoring Report <br />' Project No 102 2 <br /> 20 January 1999 <br />' changed between the collection of each sample to reduce the potential for cross- <br /> contamination <br /> Extreme care was exercised while collecting samples to prevent agitation of the <br /> water contained in the bailer Water samples were transferred from the bailer <br />' into 40 ml VOA vials preserved with hydrochloric (provided by the analytical <br /> laboratory) All samples were checked for head space bubbles, labeled, inserted <br /> into foam holders and placed in an ice chest cooled to 4°C for transport to the <br />' laboratory <br /> A total of 3 drums of gasoline contaminated purge & rinseate water were <br />' generated during the activities described above American Valley <br /> Environmental will remove this material during the next scheduled depth to <br /> water measuring event in January Documentation of the disposal of purge <br />' water from the last monitoring event is herein attached as Appendix C <br /> 2.2 Groundwater Sample Analyses <br />' Groundwater samples were analyzed as follows <br /> Y <br /> • Total Petroleum Hydrocarbons as Gasoline (TPH-G) by EPA method 8015(m) <br /> • Total Extractable Petroleum Hydrocarbons as Diesel (TEPH as Diesel) by <br />' EPA method 351018015(m) <br /> The detection limits are included in the summary analytical data table (Table 1) <br />' Detectable levels of gasoline range petroleum hydrocarbons and BTEX <br /> compounds were found in water samples from wells MW-6, 7, 8A, 813, 9, and 11 <br />' The sample from MW-10 did not contain detectable gasoline range total <br /> petroleum hydrocarbons (TPH-G), and only barely detectable xylene <br />' 2.3 Field Data <br /> The field data for this groundwater monitoring event are summarized in <br />' Appendix B and Table 2 The level of groundwater has risen about 11/2 feet since <br /> the groundwater monitoring event completed in September of 1998 The bearing <br /> of the groundwater flow has remained generally consistent however <br />' Groundwater gradient calculations for MW-6, 10 & 11 yield the following <br /> gradients and directions <br /> 2937 Veneman Ave ,#13240 Geo-Phase Environmental Inc Phone (209) 569-0293 <br /> Modesto, CA 95356 Fax(209) 569-0293 <br /> I <br />