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�t <br /> Ms. Lori Duncan Page 4 <br /> San Joaquin County Environmental Health Department <br /> January 28, 2005 <br /> On December 9, 2004, Blaine Tech Services, Inc. (Blaine Tech) developed groundwater monitoring <br /> k wells MW-7 and MW-8 by rigorously surging over the length of the screened intervals and by pumping <br /> approximately 13 gallons of water from MW-7 and 100 gallons of water from MW-8. The pH, <br /> temperature, turbidity and conductivity of the development water was measured and recorded <br /> i periodically during the development process. Well development and purge sheets are included in <br /> Attachment D. <br /> V <br /> Purge water generated during well development was pumped into a Blaine Tech truck-mounted water <br /> tank. The water was then transported to the Blaine Tech holding facility in Roseville, California. Dillard <br /> Environmental Services then transported the water to the Altamont Landfill and Disposal Facility in <br /> Altamont, California, for disposal. <br /> I <br /> On December 16, 2004, Morrow Surveying of West Sacramento, California, surveyed the monitoring <br /> well locations with respect to both latitude and longitude and northing and easting positions. The top-of- <br /> casing elevations were surveyed with respect to mean sea level (msl). Well survey data are presented in <br /> Attachment E. <br /> Groundwater Sampling and Analysis <br /> Groundwater samples were collected from wells MW-7 and MW-8 by Blaine Tech on December 13, <br /> 2004. Groundwater samples were analyzed for GRO, BTEX, and fuel oxygenates by EPA Method <br /> 8260B. Groundwater sampling field sheets are included in Attachment D. <br /> Groundwater Analytical Results <br /> Analytical results for groundwater samples collected from wells MW-7 and MW-8 reported GRO at <br /> concentrations were of 51 and 2,400 micrograms per liter (µg/L), respectively; in addition,.MtBE and <br /> 1,2-DCA reported at concentrations of 41 pg/L and 24 pg/L, respectively, in MW-7. Well MW-8 <br /> reported benzene, toluene, ethylbenzene, and xylenes (total) at concentrations of 12 µg/L, 47 pg/L, 51 <br /> µg/L,, and 260 Ag/L,respectively. All other analytical results were below laboratory detection limits. <br /> Groundwater.analytical data are presented in Tables 3 and 4. Groundwater laboratory analytical reports <br /> are included in Attachment C. <br /> 1 <br /> l Waste Storage and Disposal <br /> Soil cuttings and rinsate water generated during the drilling activities were placed in U.S. Department of <br /> Transportation (DOT) approved drums on site, pending disposal. A composite soil sample was collected <br /> from the drums and analyzed for GRO and BTEX by Methods 801518021, and total lead by <br /> EPA600017000Series Methods. Analytical results from this sample are included in Table 1. On <br /> December 16, 2004, Dillard Environmental Services transported the drums to the Republic Services <br /> Vasco Road disposal facility in Livermore, California, where they were disposed of as nonhazardous <br /> waste. Water and soil disposal documentation is included as Attachment F. <br /> 4 <br /> K:%WprocessV5 BP ARCO\0054812004 well install\Add Site Assess Rpt 04Aoc <br />