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ARCHIVED REPORTS XR0001321
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2900 - Site Mitigation Program
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PR0544208
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ARCHIVED REPORTS XR0001321
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Last modified
3/1/2019 5:31:38 PM
Creation date
3/1/2019 4:32:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001321
RECORD_ID
PR0544208
PE
2957
FACILITY_ID
FA0003628
FACILITY_NAME
ARCO STATION #2168*
STREET_NUMBER
441
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707607
CURRENT_STATUS
02
SITE_LOCATION
441 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Mr Kyle Christie Project 0805-146 03 <br /> August 2, 1995 <br /> Page 4 <br /> Results of analyses indicated TPHG concentrations were below laboratory detection limits <br /> in all soil samples analyzed, except for the soil sample collected at 25 feet bgs (m the <br /> historical capillary fringe zone ) in boring B-13, which had a concentration of 6 ppm. <br /> ' BTEX was detected at low concentrations (from 0 005 to 0 087 ppm) in soil samples <br /> collected from the borings Results of analyses are shown in Table 1 <br /> GROUNDWATER MONITORING: SECOND 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 water and collecting groundwater <br /> samples for subjective and laboratory analyses EMCON used these data to evaluate the <br /> ' direction and gradient of groundwater flow beneath the site <br /> On May 17, 1995, a technician from EMCON measured depths to water and collected <br /> ' groundwater samples from wells MW-1 through MW-7 for subjective and laboratory <br /> analyses Floating product was not noted in samples from the wells (see Table 2) Due to <br /> the location of the stockpiled soil, well MW-2 was inaccessible during the site visit. Feld <br /> procedures are presented in Attachment A <br /> The wellhead elevations of the site monitoring wells were previously surveyed by Tom O <br /> Morrow, Inc The surveyed elevations and the depth to groundwater measurements, <br /> summarized in Table 2, were used to evaluate the potentnometric surface beneath the site <br /> The direction of groundwater flow on May 17, 1995, was northeast with a hydraulic <br /> ' gradient of 0 002, as shown on Figure 3 The gradient has generally been toward the <br /> northeast Groundwater elevations have increased approximately 4 96 feet since the last <br /> ' sampling event(February 1995) <br /> Groundwater samples from wells MW-1 and MW-3 through MW-7 were analyzed for <br /> TPHG using EPA Methods 5030/DHS LUFT, and BTEX using EPA Methods 5030/8020 <br /> prescribed by the State of California. In addition, the sample from well MW-6 was <br /> analyzed for TOG using Standard Methods (SM) 5520 C&F These samples were <br /> ' analyzed at CAS in San Jose, California The results of analyses are summarized in <br /> Tables 2 and 3 Copies of the chain-of-custody records and laboratory analysis reports are <br /> presented in Attachment C. <br /> ' Results of analyses indicated dissolved gasoline hydrocarbons were detected in samples <br /> collected from the six wells Concentrations of TPHG ranged from 38,000 parts per billion <br /> (ppb) in well MW-1 to 130,000 ppb in well MW-6, and benzene concentrations ranged <br /> from 2,300 ppb m well MW-7 to 13,000 ppb m well MW-3 TOG was detected in well <br /> MW-6 located offsite and upgradnent at concentrations of 27,000 ppb (see Table 3) Based <br /> on a meeting between SJCPHS and EMCON in May 1995, SJCPHS requested that <br /> SAON 1P7010805108051450 3BL-951pas 3 <br />
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