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ARCHIVED REPORTS XR0009949
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540858
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ARCHIVED REPORTS XR0009949
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Last modified
8/1/2019 11:48:49 AM
Creation date
8/1/2019 10:38:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009949
RECORD_ID
PR0540858
PE
2960
FACILITY_ID
FA0023360
FACILITY_NAME
ARCO SERVICE STATION #2130
STREET_NUMBER
7906
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95210
CURRENT_STATUS
01
SITE_LOCATION
7906 N EL DORADO ST
QC Status
Approved
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EHD - Public
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Mr Kyle Christie Project 0805-114 04 <br /> August 7, 1995 <br />' Page 3 <br />' GROUNDWATER MONITORING: SECOND QUARTER 1995 <br /> EMCON was contracted by ARCO to conduct the field work at the site Field work included <br /> measunng depths to water and collecting groundwater samples for subjective and laboratory <br /> analyses EMCON used these data to evaluate the direction and gradient of groundwater flow <br /> beneath the site <br /> On May 19, 1995, a technician from EMCON measured depths to water and collected <br /> groundwater samples from wells MW-1 through MW-8 and MW-10 for subjective and <br />' laboratory analyses Floating product or product sheen was not noted in samples from the <br /> wells (see Table 1) Sampling and analyses procedures are presented in Appendix A <br />' The wellhead elevations of the monitoring wells at the site were previously surveyed by <br /> Morrow Surveying of West Sacramento, California. The surveyed elevations and the depth <br /> to groundwater measurements, summarized in Table 1, were used to evaluate the <br /> potentiometric surface beneath the site The groundwater flow direction on May 19, 1995, <br /> was to the east, with a hydraulic gradient ranging from 0 001 to 0 003 (see Figure 3) The <br /> groundwater flow direction in the past has generally been towards the east to southeast <br /> Groundwater elevation data are presented on Figure 3 and in Table 1 Groundwater <br /> elevations increased 190 feet from the previous sampling event performed in February <br /> 1995 <br /> Groundwater samples collected from wells MW-1 through MW-8 and MW-10 were <br /> analyzed for TPHG, and benzene, toluene, ethylbenzene, and total xylene isomers using <br /> California Department of Health Services (DHS) LUFT Method and Environmental. <br /> Protection Agency (EPA) Method 5030/8020, respectively These samples were analyzed <br />' at Columbia Analytical Services, Inc , in San Jose, California The results of analyses are <br /> summarized in Table 2 Copies of the chain-of-custody records and laboratory analysis <br /> reports are presented in Appendix B. <br />' TPHG and benzene were not detected at laboratory detection limits in wells MW-4 and <br /> MW-7 Dissolved hydrocarbons were detected in wells MW-1 through MW-3, MW-5, <br />' MW-6, MW-8, and MW-10 TPHG concentrations ranged from below detection limits in <br /> wells MW-4 and MW-7 to 400 ppb in well MW-2 Benzene concentrations ranged from <br /> below detection limits in wells MW-3, MW-4, and MW-6 through MW-8 to 23 ppb m well <br /> MW-2 TPHG and benzene concentrations are shown on Figure 2. <br /> SAC/N�pjW805\08051140 4cs-95 pas 1 <br />
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