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ARCHIVED REPORTS_XR0009258
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541263
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ARCHIVED REPORTS_XR0009258
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Last modified
4/13/2020 2:54:29 PM
Creation date
4/13/2020 1:59:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009258
RECORD_ID
PR0541263
PE
2950
FACILITY_ID
FA0023640
FACILITY_NAME
PERSHING GAS FOR LESS
STREET_NUMBER
4445
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95210
APN
11018006
CURRENT_STATUS
01
SITE_LOCATION
4445 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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QUARTERLY GROUNDWATER MONnIDF ING REPORT <br /> 4445 Pershing Avenue Stockton California <br /> I In December 1991, Aegis installed, developed, and sampled one groundwater monitoring <br /> well, MW-4, in response to the San Joaquin County Public Health Services Environmental <br /> Health Department's letter dated October 7, 1991, requesting, "repeatable sampling from <br /> I a monitoring well downgradient from the probable source " The results of the monitoring <br /> well installation were reported to Shell in a "Hydrogeologic Assessment Results and <br /> Quarterly Groundwater Monitoring Report," dated April 27, 1992 <br /> ESince January 1992, Emcon has been retained by Shell to collect quarterly <br /> depth-to-groundwater measurements and groundwater samples from the four wells on <br /> f site The data, including the laboratory analytical reports, are provided to Aegis for <br /> 1 quarterly reporting (Appendices A and B) <br /> 4.0 GROUNDWATER MONITORING <br /> 4 1 Groundwater Measurements <br /> On April 21, 1992, Emcon personnel collected measurements of the <br /> depths-to-groundwater in wells MW-1, MW-2, MW-3, and MW-4 Since January 21, 1991, <br /> groundwater levels have risen in the four wells (Figure 3) The increase ranged from 0 58 <br /> to 0 64-feet (Table 1) On the basis of the April 21, 1992, measurements, groundwater <br /> is estimated to flow to the northeast (Figure 4) at a gradient of approximately 0 004 ft/ft <br /> Previous groundwater levels are summarized in Table 1 All groundwater elevation <br /> measurements were made from the referenced wellhead elevations, measured to the <br /> nearest 0 01 foot, and conducted according to the Emcon sampling procedures (SP) <br /> referenced in Appendix A <br /> 4 2 Water Sampling and Analysis <br /> On April 21, 1992, Emcon personnel collected groundwater samples from wells MW-1, <br /> MW-2, MW-3, and MW-4 The samples were delivered under chain-of-custody to NET <br /> Pacific of Santa Rosa, California, a state-certified analytical laboratory, for chemical <br /> analysis Sample collection was conducted according to the Emcon SP referenced in <br /> Appendix A The samples were analyzed for concentrations of a) total petroleum <br /> hydrocarbons, as gasoline, by GC/FID Method 5030, b) benzene, toluene, ethylbenzene, <br /> and total xylenes by EPA Method 8020, and c) ethylene dibromide by EPA Method 504 <br /> The analysis indicated benzene concentrations in all four wells were below laboratory <br /> detection limits On May 12, 1992, Emcon personnel collected a groundwater sample <br /> from well MW-2 The sample was delivered under chain-of-custody to Sequoia Analytical <br /> of Sacramento, California, a state-certified analytical laboratory Sample collection was <br /> conducted according to the Emcon SP referenced in Appendix A The sample was <br /> analyzed for concentrations of fecal coliform The analytical results are summarized in <br /> Table 2 The analytical reports and chain-of-custody forms are included in Appendix B <br /> IConcentrations of benzene reported for April 21, 1992, are shown on Figure 5 <br /> 89 015B QMR 2 <br />
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