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ARCHIVED REPORTS XR0007808
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007808
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Last modified
7/15/2019 6:38:27 PM
Creation date
7/15/2019 4:27:38 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007808
RECORD_ID
PR0505525
PE
2953
FACILITY_ID
FA0002387
FACILITY_NAME
KEYSTONE AUTOMOTIVE INDUSTRIES INC
STREET_NUMBER
632
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14907033
CURRENT_STATUS
02
SITE_LOCATION
632 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br /> • On 9 and 10 February 1994,ground water monitoring wells MW-1,MW-2 and MW-3 were <br /> iinstalled at the site <br /> • In November 1994, ground water monitoring well MW-4 was installed at the site <br /> i On 13 June 1995 three soil probe bonngs were advanced at the site On'14 and 15 June 1995, <br /> soil vapor samples were obtained from the site <br /> I On 25 and 26 September 1995,four soil bonngs were drilled at the site,bonngs VE-1, VE-2, <br /> VE-3 and VE-4 were completed as dual-screened soil vapor extraction wells <br /> • On 24 April 1997, ground water monitoring well MW-5 was installed at the site <br />' On 22 May 1998, four soil probe bonngs (ASB4 to ASB7)were advanced at the site <br />' On 04 November 1998, ground water monitoring well MW-6 was Installed on-site <br /> • On 10, 11 and 12 January 2000 ground water monitoring wells MW-7 and MW-8 were <br /> installed on-site, after a failed sanitary seal (grout) had penetrated the transition seal <br />' (bentonite) and infiltrated the sand filter pack <br /> • To date a total of 18 ground water monitoring events have occurred at the site <br /> IAssessment activities at the site to date Indicate that <br />' The vadose zone at the site is composed of fine grained sediments,below the water table,the <br /> hydrologic structure is composed primarily of fine grained sediments with discontinuous <br /> lie <br /> sand units <br /> • The majority of the unsaturated, hydrocarbon-impacted soil resides below former UST <br /> TK1-90, to a depth of 30 feet below surface grade (bsg) Saturated hydrocarbon-impacted <br />' soil extends to a depth of 80 feet bsg, however, below 40 feet bsg, hydrocarbon <br /> concentrations generally decrease with depth The mass of hydrocarbons in the unsaturated <br /> soil is greater than the saturated soil (Figures 3a and 3b) <br />' The highest concentration of hydrocarbon-impacted ground water has remained below <br /> former UST TKl-90 The maximum benzene concentration was 41,000 micrograms per Iiter <br />' (µg/1), detected in a water sample from vapor extraction well VW-1, located at the former <br /> UST area <br />' TPH-g and BTEX concentrations have steadily declined in the ground water samples <br /> collected from the deep screened well MW-6 (screened 70 to 80 feet bsg), located at the <br /> former UST TK1-90 area, the benzene concentration detected on 28 January 2002 was <br />' 2 1 µg/l compared to the initial value of 7,000 µg/l detected.on 11 December 1998 <br /> • The lateral extent of hydrocarbon-Impacted ground water has been assessed down-gradient <br /> and cross-gradient of the former UST area (Figure 2) <br /> 1 , <br />' Advanced GeoEnvironmental,Inc <br /> 1 <br />
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