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i Canepa s Car Wash <br /> I 248 E Park Street, Stockton, California <br /> aka: 642 N. Hunter Street <br /> Groundwater Sa lin Report <br /> Quarterly mP g eP <br /> I August 1995 <br /> Narrative <br /> On August 10, 1995, WI-IF Environmental Consultants, Inc , in conjunction with HKM <br /> Groundwater Monitoring, conducted field measurements, well pumping and groundwater <br /> sampling on seven (7) groundwater monitoring wells located at this site (Figure 2) <br /> Groundwater elevations were taken from seven (7) wells prior to pumping (Table 1 & <br /> Appendix B) Monitoring wells MW-1 through MW-7 were evacuated by means of a <br /> steam-cleaned, stainless steel bladder type pump During the three (3) volume pump <br /> I down of each well, samples were collected to measure field pH, electrical conductiv t , and <br /> temperature (Table 3 & Appendix B) Once stability was achieved, a minimum of three <br /> (3) well volumes were removed and samples were collected with a steam-cleaned <br /> disposable bailer The samples were then labeled and placed in an ice chest cooled with <br /> Blue IceID <br /> The samples, bailer blanks and trip blank were then logged on a Chain of Custody <br /> (Appendix A) and transported to the State-certified laboratory California Laboratory <br /> Services, in Rancho Cordova, California The analysis requested for the water samples <br /> I was EPA method 602 for BTX&E and EPA method GCFID (5030/8015) for gasoline <br /> The analytes and concentrations detected are listed in Table 2 of this report <br /> Groundwater Gradient <br /> The water level measurements from the monitoring wells were used to construct a <br /> groundwater gradient map and to calculate the gradient (Figure 3) The gradient has not <br />' changed significantly since last quarter, 5/4/95, and is variable from 0 0075 to 0 0428 ft/ft <br /> with a predominant trend of N40'E to N761E The water table has risen an average of <br /> 127 feet since 5/4/94 Ifistoncal gradient maps are included as Appendix C <br /> I <br /> I <br />