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ARCHIVED REPORTS_XR0006682
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2900 - Site Mitigation Program
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PR0543479
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ARCHIVED REPORTS_XR0006682
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Entry Properties
Last modified
5/5/2020 10:20:31 AM
Creation date
5/5/2020 9:29:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006682
RECORD_ID
PR0543479
PE
2960
FACILITY_ID
FA0024679
FACILITY_NAME
CANEPA'S CAR WASH
STREET_NUMBER
6230
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
081360030
CURRENT_STATUS
01
SITE_LOCATION
6230 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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SVE Svstein installation and Efficiency Report <br /> Canepa s Car Wash(Pacific Avenue) <br /> June 25, 1999 <br /> Pagc -2 <br />' 3 0 SITE BACKGROUND <br /> Canepa's Cat Wash consists of an automated car washing facility, a fuel station, and a convenience store <br />' (Figure 2, Appendix A) The car wash and fuel station have been to operation for than two decades <br /> In the Spring of 1993, three underground storage tanks (USTs), fuel Imes and dispensers were removed <br />' and replaced with a double walled system The USTs consisted of two 12,000-gaIlon gasoline USTs and <br /> one 5,000-gallon diesel UST Upon removal of the USTs and piping, it was discovered that the fuel Imes <br /> had leaked and that the USTs had been overfilled Approximately 600 cubic yards of soil were removed <br />' from the UST excavation area <br /> Beginning in March, 1993, one soil boring and an array of nine soil vapor extraction (SVE) wells were <br />' drilled and installed in the area of the fuel dispenser islands Between September, 1993, and March, <br /> 1994, eight monitoring wells (MW-1 through MW-8) were installed In March, 1994, a soil vapor <br /> extraction system was installed and operated In the Fall of 1996, it was determined that the SVE system <br />' was inadequate and operation of the system was terminated <br /> Condor has conducted Quarterly Groundwater Monitoring activities at the site since August, 1996 <br />' Analyses of groundwater samples collected from selected SVE wells(SVE-1, 2, 3, 4, 5, 7, 8,and 9) indicate <br /> that high concentrations of benzene, toluene, ethyl benzene, and total xylenes (BTEX), total petroleum <br /> hydrocarbons quantified as gasoline (TPH-G), and methyl tertiary-butyl ether (MTBE) are present in the <br /> former location of the fuel dispenser islands <br /> Prior to granting approval for installation of a new SVE system, the Underground Storage Tank Clean-Up <br />' Fund indicated the need for additional investigation Condor subsequently conducted the installation and <br /> sampling of two sot] borings (SB-1 and S13-2) adjacent to the SVE well array The investigation included <br /> soil vapor screening using a Simulprobe sampling device in soil vapor collection mode and the collection <br />' and laboratory analyses of soil and groundwater samples The results indicate high levels of volatile <br /> organic compounds are present in the soil vapor and groundwater at the site The laboratory analytical <br /> results of the soil and groundwater samples collected during the investigation are presented in Repos t—Soil <br />' and Gr-oundwaler Investigation,dated June 12, 1998 A detailed Site History is included in Appendix B <br /> 4.0 SITE GEOLOGY <br />' On May 6 and 7, 1998, a Condor geologist supervised the installation of two soil borings (SB-I and SB-2 <br /> referenced above in Section 3 0) in the vicinity of the existing SVE wells (east of the former location of <br /> the USTs) Inter-bedded clay, silt, and sand are present in the shallow subsurface of the Canepa's Car <br />' Wash site From the surface to a depth of approximately 8 feet bgs, a black, organic-rich clay was <br /> encountered Below the clay, sandy clays, and clayey silts were encountered Beginning at <br /> approximately 23 5 feet bgs and extending down to between 33 and 38 feet are silty-sand lenses, which <br />' appear to be discolored to bluish-gray The discoloration is possibly due to the presence of petroleum <br /> hydrocarbons Below the discolored silty-sand and extending down to 70 feet were inter-bedded clay, <br /> Silt and sand with a moderate to strong gasoline odor Groundwater was encountered at approximately <br /> 16 40 feet bgs Gioundwater yields are greater in the inter-bedded silt-v and sandy sequences from 40 feet to <br /> at least 70 feet bas (total drilling depth) In soil boring SB-2 clean quartz rich sand was encountered <br /> beginning at approximately 70 feet A cross-section of the site is shown in Figure 3 and the Soil Boring <br /> Logs for SB-I and SB-2 arc, included to Appendix B <br />' `� CONDOR <br />
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