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ARCHIVED REPORTS XR0009951
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540858
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ARCHIVED REPORTS XR0009951
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Last modified
8/1/2019 11:39:21 AM
Creation date
8/1/2019 10:52:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009951
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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i <br /> Mr Kyle Christie Project 0805-114 03 <br /> April 4, 1995 <br />. Page 2 <br /> In June 1994, RESNA prepared and submitted a problem assessment report (PAR) and a final <br /> remediation plan to the county and state regulatory agencies The reports indicated additional <br /> subsurface investigation is required and will include additional air sparge wells, monitoring air sparge <br /> well, vapor extraction wells and one additional off-site monitoring well. <br /> During fourth quarter 1994, EMCON has submitted access agreements to the property owner north of <br /> the site to install one monitoring well. The well is necessary to fully delineate hydrocarbons in <br /> groundwater Access from the property owner has not been obtained <br /> GROUNDWATER MONITORING: FOURTH QUARTER 1994 <br /> Groundwater Technology, Inc , (GTI) of Concord, California, was contracted by ARCO to conduct <br /> the field work at the site, GTI subsequently forwarded their field notes and the laboratory reports to <br /> EMCON Field work included measuring depths to water and collecting groundwater samples for <br /> subjective and laboratory analyses EMCON used these data to evaluate the direction and gradient of <br /> groundwater flow beneath the site <br /> �On December 1, 1994, a technician from GTI measured depths to water and collected groundwater <br /> samples from—we-ffi-MVT through MW-8 and MW-10 for subjective and laboratory analyses Floating <br /> product or product sheen was not noted in samples from the wells (see Table 1) <br /> The wellhead elevations of the monitoring wells at the site were previously surveyed by Morrow <br /> Surveying of West Sacramento, California The surveyed elevations and the depth to groundwater <br /> measurements, summarized in Table 1, were used to evaluate the potentiometric surface beneath the <br /> site The groundwater flow direction on December 1, 1994, was to the southeast with a hydraulic <br /> gradient of 0 O (see Figure 3) The groundwater flow direction in the past has generally been <br /> towards the east to southeast Groundwater elevation data are presented on Figure 3 and in Table 1 <br /> Groundwater elevations increased 103 feet from the previous sampling event performed in September <br /> 1994 <br /> Groundwater samples collected from wells MW-1 through MW-8 and MW-10 were analyzed for total <br /> petroleum hydrocarbons as gasoline (TPHG) and benzene, toluene, ethylbenzene, and total xylene <br /> isomers (BTEX) using Environmental Protection Agency (EPA) Method 5030/8015 and EPA <br /> Methods 5030/8020 These samples were analyzed at National Environmental Testing, Inc , in Santa <br /> Rosa, California (Hazardous Waste Testing Laboratory Certificate No 1386) The results of analyses <br /> are summarized in Table 2 Copies of the laboratory analysis reports are presented in Attachment A. <br /> TPHG concentrations ranged from below limits MW-3, MW-f, and MW-7) to 1 0�arts <br /> per billion ([ppbj MW-4), benzene concentrations ranged from below detection limits (MW-10) to 400 <br /> ppb (MW-4) Benzene was detected in well MW-3 and MW-6 at a concentration of 0 8 ppb TPHG <br /> isand benzene concentrations are shown on Figure 2 <br /> sAC/N\PJ"8055080511403AM-95\NAM t <br />
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