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								     		Ozone Microsparge System Pilot Test Status Report,Former Unocal Service Station No 0187, Stockton,CA
<br /> 		April 28,2003
<br /> 		These USTs were replaced with two 10,000-gallon gasoline and one 280-gallon waste oil USTs situated
<br /> 		in a common excavation in front of the station building The two 10,000-gallon gasoline and one 280-
<br /> 		gallon waste oil USTs, associated product piping, hydraulic lifts, and oil/water separator were removed
<br /> 		and the station facilities demolished in January 1992   The locations of pertinent site features are shown
<br /> 		on Figure 2
<br /> 		From 1993 through 1997, GeoStrategies Inc (GSI) installed six on-site (U-1 through U-6) and three off-
<br /> 		site (U-7 through U-9) groundwater monitoring wells, installed one on-site vapor extraction well (UV-1),
<br /> 		and drilled fifteen on-site soil borings (U-A through U-O)  The groundwater monitoring wells installed
<br /> 		by GSI are screened at varying depths between approximately 20 and 35 feet below ground surface(bgs)
<br /> 		In November 1998, ARCADIS Geraghty & Miller installed one on-site nested piezometer well (NP-1),
<br /> 		and in January 1999 installed one off-site nested piezometer well (NP-2)   Each nested piezometer well
<br /> 		consists of three 1-inch diameter wells screened at varying depths between approximately 20 to 45 feet,
<br /> 		60 to 75 feet, and 110 to 120 feet bgs, which have been designated Zone A, Zone B, and Zone C,
<br /> 		respectively
<br /> 		From May through November 2000, GR installed two additional on-site (U-14 and U-15) and fourteen
<br /> 		additional  off-site  (U-10  through  U-13,  U-16  through U-25)  groundwater monitoring  wells,  two
<br /> 		additional on-site vapor extraction wells (LTV-2 and UV-3), and eight on-site ozone microsparge wells
<br /> 		(SP-lA and B through SP-4A and B)  Wells U-10 through U-13 were installed and screened at varying
<br /> 		depths within the three zones  Wells U-14 through U-25 were installed in six sets of two wells each,with
<br />  . 	the wells in each set screened from approximately 65 to 75 feet (Zone B), and 110 to 120 feet (Zone C)
<br /> 		bgs   The ozone microsparge well points were installed in four sets of two wells each, with each set
<br /> 		consisting of wells set at 75 and 120 feet bgs  The locations of the wells are shown on Figures 2 and 3  A
<br /> 		more detailed description of previous environmental activities is presented in GR report #240042 09-1,
<br /> 		Interim Remedial Action Test Report and Additional Subsurface Assessment Work Plan, dated August 28,
<br /> 		2001
<br /> 		GR personnel performed a five-day vapor extraction(VE)pilot test at the site from November 27 through
<br /> 		December 1, 2000  The VE system operated for a total of 40 hours, and soil vapors were extracted from
<br /> 		wells UV-1, UV-2, and UV-3  The purpose of the VE pilot test was to evaluate the feasibility of the VE
<br /> 		technology and collect needed site specific data for the design of a VE system   The results of the VE
<br /> 		pilot test indicated that VE technology was not an appropriate remedial technology for this site
<br /> 		On February 11 through 19, 2002, GR installed one groundwater monitoring well (U-26) and eight ozone
<br /> 		microsparge wells (SP-1C, SP-3C, SP-5A, B, C and SP-6A, B, C)  On March 18 through 22, 2002, GR
<br /> 		installed a second ozone generating panel and connected the newly-installed microsparge wells to the
<br /> 		system  The new system was placed into service on April 26, 2002
<br /> 		Quarterly monitoring and sampling of the groundwater monitoring wells began in August 1994  During
<br /> 		the most recent sampling event on February 4 through 6, 2003, TPHg were detected at concentrations
<br /> 		ranging from 82 to 5,200 ppb, and benzene concentrations ranged from 0 57 to 1,100 ppb   The highest
<br /> 		concentrations of TPHg and benzene were detected in wells NP-1-65 and NP-2-60, respectively  MtBE
<br /> 		was not detected in any of the wells   Quarterly monitoring and sampling of the wells is performed by
<br /> 		GR  Historical groundwater chemical analytical data are summarized in Appendix B
<br /> 		24004211-2						2
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