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WORK PLANS FILE 2
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PR0544686
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WORK PLANS FILE 2
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Last modified
7/23/2019 11:21:51 AM
Creation date
7/23/2019 11:12:09 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544686
PE
3528
FACILITY_ID
FA0000916
FACILITY_NAME
7-ELEVEN INC #19976
STREET_NUMBER
1399
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21633034
CURRENT_STATUS
02
SITE_LOCATION
1399 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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Report on Additional Site Assessment 2 <br /> 7-Eleven Inc. Store#19976 1399 N.Main St.,Manteca,California March 5,2001 <br /> A workplan for initial site assessment was requested in February 1998 by the SJCPHS. Geoprobe soil <br /> borings GP-1 through GP-3 were subsequently installed on April 29, 1998 near the hydrocarbon source <br /> area (the underground storage tank(UST) pad and pump island) (Figure 2). Nineteen soil samples <br /> were collected from depths ranging between 5 and 45 feet below grade for analysis for BTEX, MTBE, <br /> and TPH-G (EPA Methods 8020/modified 8015). One sample from each soil boring was also analyzed <br /> for MTBE,TBA, DIPE, ETBE,and TAME using EPA method 8260. Hydrocarbons were reported in <br /> detectable levels in seven of the nineteen tested samples; most of the samples containing detectable <br /> concentrations were obtained from depths of 15-25 feet below grade (the upper part of the shallow <br /> water-bearing zone). Soil MTBE identified using EPA Method 8020 in some of the samples was not <br /> detected when the same samples were analyzed by EPA Method 8260 (Table 2). <br /> Anomalously high levels found at 35 feet below grade in boring GP-3 were bracketed by non-detectable <br /> concentrations at 30 and 40 feet below grade (Table 2);these anomalous data have since been <br /> unverifiable by later sampling, and are now thought to be indicative of borehole wall caving from <br /> shallower soil depths during drilling of GP-3. <br /> Grab groundwater samples collected from the base of each boring were also analyzed for the same <br /> cofistituents and contained up to 5,800 pg/L benzene and 290,000 pg/L TPH-G. Dissolved MTBE levels <br /> ranged up to 3,700 pg/L (EPA Method 8260) (Table 3). <br /> Additional assessment was requested by the SJCPHS in June 1998. Groundwater monitoring wells MW- <br /> 1, VIW-2, and MW-3 were installed in September 1998 (Figure 2). Well MW-1A is a dual-nested well <br /> completed to depths of 30 and 66 feet below grade. Twelve soil samples were analyzed for BTEX, <br /> MI-BE, and TPH-G by EPA methods 8020/8015 modified, and two of the samples were also analyzed for <br /> oxygenates MTBE,TBA, DIPE, ETBE, and TAME using EPA method 8260 (Table 2).The highest <br /> benzene concentration was detected in capillary fringe soils (0.0708 mg/kg in MW-2@25');the highest <br /> confirmed MTBE concentrations were detected at 50 feet below grade in soil from well MWA (0.0187 <br /> mg/kg). The highest TPH-G concentration was detected in sample MW-1 @45' at 17,000 mg/kg. <br /> 19976ASA <br />
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