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ARCHIVED REPORTS XR0003371
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3500 - Local Oversight Program
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PR0544596
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ARCHIVED REPORTS XR0003371
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Last modified
6/24/2019 2:42:01 PM
Creation date
6/24/2019 1:31:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003371
RECORD_ID
PR0544596
PE
3528
FACILITY_ID
FA0002064
FACILITY_NAME
7-ELEVEN INC. STORE #14117
STREET_NUMBER
2725
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
CURRENT_STATUS
02
SITE_LOCATION
2725 COUNTRY CLUB BLVD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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' Well Installation Report 6 <br /> 7-Eleven Inc., Store#14117, 2725 Country Club Boulevard,Stockton, CA August 12, D <br /> 4.0 RESULTS <br /> 4.1 Geology <br /> ' The site is located in the northern part of the San Joaquin Valley at an elevation of approximately sea <br /> level. The shallow stratigraphy in the area consists of Quarternary alluvial/deltaic sediments. The sand <br /> ' units are generally fresh-water-bearing east and southeast of Stockton, but brakish or saline water <br /> occurs in these sediments in the delta area west of Stockton (California Department of Water <br /> Resources, 1967, Bulletin No. 146). The saline water/fresh-water boundary trends north to south <br /> ' across the western part of Stockton. The brakish or saline groundwater west of this boundary is often <br /> overlain by a layer of fresh groundwater to a depth of approximately 50 feet BGS; therefore, shallow <br /> ' monitoring wells may encounter fresh groundwater on both sides of the boundary. The materials <br /> encountered during recent drilling at the site generally consisted of sandy/silty clay to clayey silt to <br /> approximately 15 feet BGS, followed by medium sand to clayey sand to 25 feet BGS, clayey silt to 35 <br /> ' feet BGS, and line to medium sand to total depths explored (51 feet BGS)(Appendix A). During drilling, <br /> groundwater was encountered at approximately 18 feet in the soil borings. Static water level in the <br /> wells following installation was approximately 7.5 feet below top of casing (TOC). <br /> 4.2 Results of Soil Sample Analyses <br /> Table 1 summarizes the laboratory analytical results for soil samples collected on May 13 and 14, 1999. <br /> The highest benzene and TPH-G concentrations were detected in sample MW-3-15' at 2.89 mg/kg and <br /> 429 mg/kg, respectively. The highest MTBE concentration by EPA method 8260 was detected in soil <br /> ' sample MW-4-20` at 0.119 mg/kg. Table la summarizes analytical results for soil samples analyzed for <br /> volatile organics by EPA method 8260. The highest methylene chloride, naphthalene, 1,1,2 <br /> ' trichloroethane concentrations were detected in sample MW-3-15' at 4.3 mg/kg, 10.7 mg/kg, and 10 <br /> mg/kg, respectively. Acetone was detected in sample MW-2-25' at 0.07 mglkg. Copies of the analytical <br /> results and chain-of-custody documents are included in Appendix C . <br /> ' Based on the samples collected during the <br /> p g installation of the four groundwater monitoring wells and the <br /> seventeen geoprobe soil borings the vertical and lateral extent of benzene, MTBE, and TPH-G in soil <br /> ' beneath the site has been delineated. Benzene, MTBE, and TPH-G concentrations in soil appear <br /> restricted to the immediate area of the former USTs and fuel dispenser island. West of the former LIST <br /> ' area maximum benzene and MTBE concentrations were detected in MW-3 at 15 feet BGS at <br /> 14117we11 ipl <br />",.ter <br />
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