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vim _Y - s ♦ "•- � t cam' - <br /> 4 i 7 'W.-' .t �.' •,Mn <br /> 3 <br /> j <br /> 1 <br /> File No. 2070-2 <br /> 19 September 1988 <br /> 5. Environmental Sciences and Engineering (ESE} was contracted <br /> to investigate the =tamination found above. ESE's field <br /> investigation was conducted in two phases. In the first phase, <br /> conducted during the week. of . 6 July 1537, one monitoring well <br /> (Mot-1, 95 feet deep) was constructed. In the second phase, <br /> conducted September 1987, two additional monitoring wells were <br /> installed (MW-2 and MW-3, refer to site plan) During the <br /> construction of each well, the soil piofilz war, recorded, and <br /> soil samples werr, taken at 5 foot vartical internals. The <br /> groundwater was also sampled. (;groundwater depths of <br /> approximately 35 feet care: recorded.) <br /> 6. The soil and gro-a:3water sanples taku:n by ESE were chemically <br /> analyzed by Anlab La.)oratory in Sacramento. The soil sample <br /> taken from MW-1 at 55 feet below ground .surface was determined to <br /> contain elevated levels GTE TPH. Soil samples taken at 30 and 35 <br /> feet in MW-2 were dei:ermined to contain elevated levels of TPH <br /> and lead. Benzene, t•--Luene, xylene, and TPH were detected in the <br /> groundwater sample tah3n from MU-1. However, laboratory analysis <br /> k of groundwatersainplss taken from MW-2 and MW-3 showed no <br /> detectable concentrat-ions of these constituents. <br /> 7. The three monitoring wells installed by ESE were situated in <br /> nearly a straight line (resuluing in a questionable determination <br /> of the groundwater gradient) . In add=tion, the zero line of <br /> contamination had nut yet been determined (both up and <br /> �. downgradient) . Anderson Geutechnical Consultants (AGC) took over <br /> the investigation in order to resolve these issues. <br /> F <br /> I 8. In January 1988, :nierson Geotechnical Consultants installed <br /> two additional monitosinc, wells (MW-4 and MW-5, bo'ch 55 feet <br /> deep, see Figure I.I . From the AGC groundwater elevation <br /> measurements, it was determined that the groundwater gradient <br /> f+ tended to the east, Lather than to the northwest, as ESE had <br /> i determined. Groundwz.•_�er samples taken from MW-4 and MW-5 were <br /> ' analyzed by'' Caliroriv'a Analytical Labs, in West Sacramento. <br /> ( • Benzene, toluene, ane. xylene were detected in the sample taken <br /> from MW--4. Low leve:.s of toluene were detected in the sample <br /> taken from MW-5 (see F`;.'gure 1) . <br /> J,II. PP.i?POSED WORK?LAN <br /> i <br /> i. 9. On 16 June 1988. representatives of AGC met with Mr. Gordon <br /> Lee Boggs of the Reg:, -)nal water Quality, Control Board to review <br /> i the status of the invvR tigation. tor. aogg's concerns were: 1) <br /> the questionable gr..dient determination by ESE, 2) the <br /> contamination found it, MW-4, which is u,)gradient of the removed <br /> { -2- <br /> r <br /> r <br /> a <br /> I <br /> 'f • <br /> :i <br /> 1 r <br /> k <br />