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ARCHIVED REPORTS XR0007821
Environmental Health - Public
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EL DORADO
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007821
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Last modified
7/15/2019 5:41:31 PM
Creation date
7/15/2019 4:35:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007821
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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. Appendix A - Site Background Information <br /> Former Stockton Plating Facility <br /> Page 2of7 <br /> The following is a summary of milestone events at the site <br /> • In September 1991, six soil borings were drilled at the site <br /> • On 9 and 10 February 1994, ground water monitoring wells MW-1,MW-2 and MW-3 were <br /> installed at the site <br /> • In November 1994, ground water monitoring well MW-4 was installed at the site <br /> • On 13 June 1995, three soil probe borings were advanced at the site On 14 and 15 June <br /> 1995, soil vapor samples were obtained from the site <br /> • On 25 and 26 September 1995,four soil borings 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 /> Assessment 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, <br /> the hydrologic structure is composed primarily of fine grained sediments with discontinuous <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 /> formerUST TKl-90 The maximum benzene concentration was 41,000 micrograms per liter <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), Iocated at the <br /> Advanced GeoEnvironmentaL Inc. <br />
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