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ARCHIVED REPORTS XR0001141
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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0001141
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Last modified
3/4/2019 8:45:25 PM
Creation date
3/4/2019 3:39:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001141
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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QUARTERLY GROUNDWATER MONROPoNG R610R7 <br /> 10 620 West Charter Way Stockton California <br /> In January and February 1990, a manifold piping system was installed to wells MW-2, <br /> IMW-3, MW-4, MW-5, and MW-7 for future remediation The piping was installed in <br /> conjunction with station reconstruction The planned remedial activities were reported to <br /> Shell by Delta in "Interim Remedial Action Plan and Proposed Schedule," dated <br /> April 13, 1990 <br /> On May 20 and 21, 1990, a source test was conducted to evaluate the remedial <br /> Ieffectiveness of groundwater pumping and soil vapor extraction at the site The results <br /> of these activities and the continued floating hydrocarbon recovery were reported to Shell <br /> Iby Delta in a "Status Report," dated October 8, 1990 <br /> In January 1992, Emcon was retained by Shell to conduct groundwater monitoring at the <br /> site In April 1992, Aegis was assigned the project <br /> 4 0 GROUNDWATER MONITORING <br /> 41 Groundwater <br /> On April 30, 1992, Emcon personnel collected measurements of the depths to <br /> groundwater in wells MW-1, MW-3, MW-5, MW-6, MW-8, MW-9, and MW-10 Since <br /> ` January 28, 1992, groundwater levels have risen in the seven wells (Figure 3) The <br /> average rise was 1 25 feet (Table 1) On the basis of the April 30, 1992, measurements, <br /> groundwater is estimated to flow to the north with an easterly component (Figure 4) at <br /> an average gradient of approximately 0 04 ft/ft Figure 4 is a potentiometric surface map <br /> of the shallow water-bearing zone on April 30, 1992 <br /> Previous groundwater levels are summarized in Table 1 All groundwater elevations were <br /> made from the referenced wellhead elevations, measured to the nearest 0 01 foot, and <br /> conducted according to the Emcon sampling procedures (SP) included in Appendix A <br /> 4 2 Water Sampling and Analysis <br /> On April 30, 1992, Emcon personnel collected groundwater samples from wells MW-1, <br /> MW-3, MW-5, MW-6, MW-8, MW-9, and MW-10 The samples were collected according <br /> to the Emcon SP included in Appendix A, and delivered under chain-of-custody to <br /> Sequoia Analytical of Sacramento, California, a state-certified analytical laboratory The <br /> samples were analyzed for concentrations of a) total petroleum hydrocarbons, as <br /> gasoline, by EPA Method 8015, and b) benzene, toluene, ethylbenzene, and total xylenes <br />' by EPA Method 8020 The analytical results are summarized in Table 2 The analytical <br /> reports and chain-of-custody form are included in Appendix B Concentrations of <br />' benzene reported in Table 2 are also shown on Figure 5 <br /> f� <br />' 91 246A QM 2 <br />
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