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								          		On July 18, 1995, Smith Technology supervised the installation of three groundwater monitoring
<br />      		wells, MW-1, MW-2, and MW-3 (Figure 2). During installation of the monitoring wells, soil
<br />      		samples were collected from the borings.   On July 21, 1995, Smith Technology developed and
<br />      		sampled  monitoring  wells  MW-1,  MW-2  and  MW-3.  Analytical  results  of the  soil  and
<br />      		groundwater samples collected indicated elevated concentrations of petroleum hydrocarbons were
<br />      		present in the soil and groundwater downgradient of the former gasoline UST locations.
<br />      		On September 24 and October 2,  1996, Smith Technology conducted an additional subsurface
<br />      		investigation at the site.  A total of nine soil borings were advanced to depths up to 15 feet below
<br />      		ground surface.   Soil, soil vapor, and groundwater samples were collected from the borings.
<br />      		Analytical results of the soil and groundwater samples indicated the general extent of total
<br />      		petroleum  hydrocarbons  as  gasoline  (TPHg),  benzene,  toluene,  ethylbenzene,  and  xylenes
<br />      		(BTEX),  and  methyl  tertiary butyl  ether (MTBE)  in  soil  and  groundwater under the  site.
<br />      		Analytical results for geochemical parameters in soil and groundwater indicated bioremediation is
<br />      		occurring in the plume of petroleum hydrocarbons in groundwater beneath the site.   Analytical
<br />      		results of soil vapor samples indicated the availability of oxygen, carbon dioxide, nitrogen and
<br />      		methane in the vadose zone.  Also, results of laboratory geophysical testing on soil samples from
<br />      		the site indicated that the potential receptor on-site, the water supply well, would not be affected
<br />      		by the plume of petroleum hydrocarbons in groundwater within the next 20 years, in the worst
<br />      		case.
<br />      		On March 9, 1999, ATC supervised the installation of three groundwater monitoring wells, MW-
<br />      		4, MW-5, and MW-6 (Figure 2).  During installation of the monitoring wells, soil samples were
<br />      		collected from the borings.  On March 11, 1999, ATC developed and sampled monitoring wells
<br />      		MW-4, MW-5, and MW-6.  Analytical results of the soil and groundwater samples collected at
<br />      		the site indicated the lateral extent of impacted soil and groundwater had been defined. Refer to
<br />      		ATC's Summary Report Additional Subsurface Investigation, 7675 West Eleventh Street, Tracy,
<br />      		California, dated May 12, 1999, for additional information.
<br />      		Based on historical data and a verbal discussion with Mr. Ron Rowe of SJEHD, ATC submitted a
<br />      		closure report request dated June 27, 2000.  SJEHD did not formally respond to the report but
<br />      		instead requested that ATC perform another monitoring event. In a letter dated October 2, 2001,
<br />      		Ms. Dot Lofstom of the SJEHD requested computer modeling of the groundwater plume be
<br />      		conducted. ATC evaluated contaminant migration potential of affected soil and groundwater at
<br />      		the site using the EPA's BIOSCREEN (v.1.4) software program. The results of the computer
<br />      		modeling indicated the petroleum impacted soil and groundwater at the site do not appear to be
<br />      		an immediate and significant threat to human health or the environment. The computer modeling
<br />      		results are presented in ATC's Addendum to Additional Site Evaluation and Request for No
<br />      		Further Action far Fayette Manufacturing Corporation, dated November 4, 2002.
<br />      		On April 5 and 8, 2004 an additional subsurface investigation consisting of three geoprobes
<br />      		(GP-1, GP-2 and GP-3) and one cone penetrometer (CPT-1) were advanced to evaluate the
<br />      		s:\Environmental\17861\reports\1gmr2004.doc      			2					ATC Associates Inc.
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