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ARCHIVED REPORTS XR0001795
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2900 - Site Mitigation Program
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PR0508009
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ARCHIVED REPORTS XR0001795
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Last modified
5/20/2019 2:28:10 PM
Creation date
5/20/2019 2:01:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001795
RECORD_ID
PR0508009
PE
2957
FACILITY_ID
FA0007882
FACILITY_NAME
ARCO #760
STREET_NUMBER
225
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04314058
CURRENT_STATUS
01
SITE_LOCATION
225 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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%(1 <br /> Mr Kyle Christie Project 0805-142 003 <br /> January 24, 1996 <br /> Page 2 <br /> In June 1995, EMCON observed the installation of two off-site vapor extraction wells (VW-12 <br /> and VW-13) (EMCON, report in preparation) Concentrations of total petroleum <br /> hydrocarbons as gasoline (TPHG), total petroleum hydrocarbons as diesel (TPHD), and <br /> benzene, toluene, ethylbenzene and total xylenes (BTEX) were below laboratory detection <br /> limits in soil samples collected from the wells Total oil and grease (TOG) was detected in the <br /> sots sample collected from well VW-12 at a depth of 315 feet below ground surface, at a <br /> concentration of 96 parts per million <br /> GROUNDWATER MONITORING: FOURTH QUARTER 1995 <br /> EMCON was contracted by ARCO to monitor the groundwater monitoring wells previously <br /> installed at the site Field work included measuring depths to groundwater and collecting <br /> groundwater samples for subjective and laboratory analyses EMCON used these data to evaluate <br /> the gradient and direction of groundwater flow beneath the site <br /> On November 15, 1995, a technician from EMCON measured depths to groundwater and <br /> collected groundwater samples from wells MW-1 through MW-3 for subjective and laboratory <br /> analyses Floating product or product sheen was not noted in samples from the wells (see <br /> � { Table 1) Sampling and analysis procedures are presented in Appendix A <br /> The wellhead elevations of the monitoring wells at the site were previously surveyed by Tom <br /> O Morrow, Inc The surveyed elevations and the depth to groundwater measurements <br /> (summarized in Table 1) were used to evaluate the potentiometnc surface beneath the site The <br /> groundwater flow direction on November 15, 1995, was to the southwest with a hydraulic <br /> gradient of 0 002 (see Figure 3) Typically, the flow direction has been toward the south, <br /> except for the sampling event conducted during the second quarter 1994, at which time the <br /> groundwater flow direction was towards the northeast Groundwater elevation data are <br /> presented on Figure 3 and in Table 1 Groundwater elevations increased 0 60 feet in well <br /> MW-1 from the previous sampling event (August 1995) and decreased approximately <br /> 0 40 foot in wells MW-2 and MW-3. <br /> Groundwater samples were analyzed for TPHG and TPHD using Environmental Protection <br /> Agency (EPA) Method 5030/Cahforma DHS LUFT and EPA Method 3510/California DHS <br /> LUFT, respectively, TOG using EPA Method 5520 B and F, and BTEX using EPA Methods <br /> 5030/8020 These samples were analyzed at Columbia Analytical Services, Inc , in San Jose, <br /> California The results of these analyses are summarized in Table 1 Copies of the chain-of <br /> custody records and laboratory analysis reports are presented in Appendix B <br /> Dissolved hydrocarbons were not detected in wells MW-2 and MW-3, but were present in well <br /> MW-1 TPHG was detected in well MW-1 at a concentration of 320 parts per billion (ppb) <br /> TPHG and benzene concentrations are shown on Figure 2 <br /> SAO N\PJM80MOS 1420 3DS-95Vas 1 <br />
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