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ARCHIVED REPORTS XR0004306
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ARCHIVED REPORTS XR0004306
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Last modified
7/23/2019 11:40:57 AM
Creation date
7/23/2019 11:26:08 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004306
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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EHD - Public
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1 <br /> ' Second Quarter 2002 Monitoring, Sampling,and Interim Remediation Report 3 <br /> 7-Eleven Inc Store#19976, 1399 North Main Street, Manteca,CA July 30 2002 <br /> • <br /> ' Upon receipt of these data, the SJCPHS requested further lateral delineation Well MW-6 was Installed in <br /> December 1999, to a depth of 30 feet bg (Figure 2) Soil samples collected during well Installation <br /> contained no detectable benzene or MTBE, and up to 15 4 mg/kg TPH-G, with the highest levels detected <br /> ' at 20 feet bg (capillary fringe soils) Soil hydrocarbon/oxygenate delineation Is considered complete at this <br /> time <br /> ' On September 18, 2000, eleven soil-gas survey points were pushed to 3 feet bg Significantly elevated <br /> MTBE concentrations (2,200 pg/L)were detected in only one of the points (SG-9), located along the <br /> ' western edge of the UST pit about 20 feet south of MW-2 <br /> Sod vapor extraction (SVE) testing conducted using the two horizontal vent wells installed in the former <br /> ' UST tank pit(IT Corporation, September 2001) indicated extracted vapor concentrations of over 10,000 <br /> parts per million by volume (ppm[v])at applied vacuums ranging between 9 and 32 Inches of water(IW) <br /> Induced vacuum responses of more than 0 2 IW were observed in wells MW-1, MW-2, and MW-3 during <br /> textraction from the horizontal wells Vacuum response in these wells Is likely facilitated by relatively <br /> higher-permeability conditions in the tank cavity backfill as opposed to native soils <br /> ' Testing was also conducted on the groundwater monitoring wells, lower permeability and limited screen <br /> above the water table likely account for low extraction rates/low Induced vacuum responses observed <br /> during extraction from the wells Extracted vapor concentrations ranged up to 0 91 ppm(v) benzene, <br /> 220 ppm(v) MTBE, and 880 ppm(v)TPH-G The data indicated that vapor extraction is a viable <br /> remediation method at the site, particularly when the horizontal wells are used <br /> On February 6, 2002, an air sparge test was conducted using well MW-2 for vapor extraction, and double- <br /> nested sparge well SPA (total depth of 50 feet, perforated at 30-35 feet and 45-50 feet bg) for air infection <br /> Pre-sparging extracted vapor levels ranged up 1,000 ppm[v], with dissolved oxygen (DO) levels of up to <br /> 0 72 mg/L Air was then Infected into the deeper section of well SPA using an oil-less air compressor <br /> ' Vapor levels in well MW-2 increased to 1,600 ppm(v), and DO levels to 8 mg/L, after 30 minutes of <br /> sparging The data indicated the area of sparging influence in SPA includes the region of MW-2, and that <br /> treatment using well SP-1 should be successful at reducing dissolved hydrocarbons/oxygenates in well <br /> ' MW-2 and the surrounding area <br /> Air sparge evaluation was repeated on May 23, 2002, using well MWAA as the infection point and the <br /> ' horizontal wells as the SVE point Results indicated no breakthrough of sparged air into the vadose zone <br /> accessible by the horizontal wells Specific recommendations for remediation are discussed in further <br /> ' detail later in this report <br /> ' 19976a22 ooc <br />
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