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Chronology <br /> Federal Building <br /> 401 North San Joaquin Street <br /> Stockton CA 95202 <br /> Site Code: 505260 <br /> The site is located at the intersection of Lindsey Street and San Joaquin Street on APN 139-150-05. The site <br /> consists of a parking area,a landscaped area,and a building which houses a postal facility and federal offices. The <br /> investigation was initiated as a pre-tank removal assessment in June 1994. The underground tanks were reportedly <br /> installed in 1932 and filled with sand in 1960. The tanks were removed in 1995 and a limited excavation was <br /> attempted. The remaining soil contamination was investigated in 1996 which included.the installation of a <br /> groundwater monitoring well. Groundwater samples were collected which did not indicate groundwater <br /> contamination. William W.Millar,Registered Geologist#6178 recommended,based on the occurrence of a 3 -5 <br /> foot thick clay layer located at 30-35 feet below ground surface;that the site be certified as requiring no further <br /> action and the monitoring well be destroyed. William W.Millar's recommendations were reported in the"Soil and <br /> Groundwater Investigation"dated November 1996 and the"Addenda to Soil and Groundwater Investigation Report" <br /> dated April 11, 1997. PHS/EHD concurs with the recommendation to certify the site as requiring no further action, <br /> once the on site monitoring well is destroyed under PHS/EHD permit. <br /> 1994 <br /> 6/30/94 Four soil borings,131,B2,B3,and B4 were drilled and sampled. The results were reported in the <br /> "Subsurface Investigation Report"dated August 19, 1994. Soil contamination was evidenced,but <br /> appeared to attenuate to non-detect at 25 feet below ground surface(bgs). The analytical results <br /> (corrected date)and boring logs are attached. <br /> 1995 <br /> 5/4/95 The first underground storage tank was removed this date,#39-501588-02. Tank#2 was a 5,000 gallon <br /> riveted tank which upon removal was noted to be in very.bad condition. The center seam was split top <br /> to bottom. <br /> 5/8/95 Excavation was initiated in the area of Tank#2. Soil samples were collected on May 10, 1995. <br /> Remaining soil contamination was evidenced. The analytical results were reported in the"Analytical <br /> Summary Tank Excavation"dated July 14, 1995 and are attached with a map of the excavation. <br /> 6/14/95 The second underground storage tank was removed this date,#39-501587-01. Tank#1 was a 5,000 <br /> gallon riveted tank which was partially filled with sand. Additional excavation occurred following the <br /> removal of the second tank and soil samples were collected on June.164 1995. The excavation was <br /> subsequently backfilled with pea gravel to approximately four feet bgs.The analytical results were <br /> reported in the"Analytical Summary Tank Excavation"dated July 14, 1995 and are attached with a map <br /> of the excavation. <br /> 1996 <br /> 7/8/96 Five soil borings were drilled and sampled,one of which was converted into a monitoring well, MWI <br /> and the four soil borings were identified as B1 -B4. The analytical results were reported in the"Soil <br /> and Groundwater Investigation"dated November 1996. Two groundwater sampling events occurred in <br /> 1996. The boring logs(corrected date)and analytical'results(revised January 1997)are attached. <br /> 1997 <br /> 3/21/97 Groundwater samples were collected from MW1 on this date and the analytical results were reported in <br /> the"Addenda to Soil and Groundwater Investigation Report"dated April 11, 1997. The groundwater <br /> sample results from all three sampling events are attached. <br /> w <br /> r <br /> V <br />