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! 31 August 2000 <br /> AGE Project No 96-0232 <br />! Page 2 of 25 <br />! Environmental Health Division (PHS-EHD that three ground water monitoring wells <br /> (MW-1,MW-2 and MW-3)were installed at this time on-site to maximum depths of 24 feet <br /> bsg, well screens were between 9 and 24 feet bsg Dissolved petroleum hydrocarbons were <br />! not detected in initial ground water samples, however benzene was detected in samples <br /> collected from wells MW-1 and MW-3 during subsequent sampling events at concentrations <br /> as high as 9 4µg/l, general ground water flow direction was initially reported to be toward <br />! the north <br /> • 31 March 1995- According to PHS-EHD records, three 12,000-gallon gasoline USTs and <br />! one 12,000-gallon diesel UST were replaced at the site Laboratory analysis of soil and grab <br /> ground water samples detected total petroleum hydrocarbons quantified as gasoline and <br /> diesel (TPH-g and TPH-d, respectively) beneath the former USTs and product lines AGE <br /> I has been informed by the PHS-EHD that monitoring well MW-3 was subsequently <br /> abandoned by grouting through the casing to the surface at the time the USTs were removed <br /> • 16 July 1996- One ground water monitoring well (MW-4) was installed on-site to a depth <br /> of 25 feet bsg Laboratory analysis of soil samples from MW-4 did not detect TPH-g,TPH-d, <br /> or BTEX compounds Laboratory analysis of ground water samples detected methyl tertiary <br /> butyl ether (MTBE) at a concentration of 0 74 ,ug/l from MW-4 and at concentrations of <br /> 310µg/1 and 3 7,ug/1 from MW-1 and MW-2, respectively The general ground water flow <br /> direction was reported to be toward the south-southeast at a gradient of 0 002 A report of <br /> findings (Closure Summary Report-February 1997, dated 30 April 1997) was prepared by <br /> AGE and submitted to the PHS-EHD and the RWQCB <br /> I9 23 August 1996- Ground water monitoring was performed on wells MW-I, MW-2 and <br /> MW-4 Laboratory analysis of ground water samples collected from MW-1 and MW-2 <br /> detected MTBE at concentrations of 380 yg/l and 4 6,ug/l, respectively, TPH-d was detected <br /> I in a water sample collected from MW-2 at a concentration of i 10µg/1 General ground water <br /> flow direction was toward the southwest at a gradient of 0 006 A report of findings (Closure <br /> Summary Report-February 1997, dated 30 April 1997)was prepared by AGE and submitted <br /> to the PHS-EHD and the RWQCB ' <br /> • 09 May 1997- Ground water monitoring was performed on wells MW-1, MW-2 and MW-4 <br /> General ground water flow direction was reported towards the northeast at a gradient of <br /> 0 009 Laboratory analysis of ground water samples detected MTBE from wells MW-1, <br /> MW-2 and MW4 at concentrations of 440µg/l, 5 5 µg/l and 2 7 ,ug/l, respectively A letter <br /> report of findings was prepared by AGE and subrrutted on 20 May 1997 to the PHS-EHD and <br /> the RWQCB <br /> • 19, 29 August and 05, 21 September 1997- Four soil borings (P1, P2, P3 and P4) were <br /> I advanced on-site to maximum depths of 70 feet bsg and one soil boring (P5) was advanced <br /> off-site at 14659 Thornton Road (Rocky's Restaurant) to a depth of 60 feet bsg MTBE was <br /> detected from the P1-35 foot soil sample at a concentration of 0 14 milligrams per kilogram <br /> Advanced GeoEnviranmental,Inc- <br />