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ARCHIVED REPORTS XR0007820
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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632
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007820
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Last modified
7/15/2019 5:32:02 PM
Creation date
7/15/2019 4:35:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007820
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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I <br />' The following is a summary of milestone events at the site ,u <br /> ' In September 1991,six soil borings were drilled at the site = t' <br /> ' 1 <br /> 4 On 9 and 10'February 1994, groundwater monitoring wells MW-1,MW-2 and MW-3 were <br /> installed at the site <br /> w In November 1994, ground water monitoring well MW-4 was installed at the site <br /> >; <br /> `r' " Iv •' On 13 June 1995,'three soil probe borings were advanced at the site On 14 and 15 June F_ <br />' 1995, soil vapor samples were obtained from the site <br /> • On 25 and 26 September 1995,four soil bonngs were drilled at the site,borings VE-1, VE-2, <br />' VE-3 and VE-4 were completed as dual-screened soil vapor extraction wells <br /> • On 24 April 1997, groundwater 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 /> s <br /> • On 04 November 1998, ground water momtonng 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 1'8 ground water monitoring events have occurred at the site <br /> I <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 /> • r 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 ITK1`,90 The maximum benzene concentration was 41,000 micrograms per liter <br /> (µg11), detected in a water sample from vapor extraction well VW-1, located at the former <br />' UST area q ' <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 µg11 compared to the initial value of 7,000 µg/1 detected on 11»December 1998 <br />' The lateral extenbof hydrocarbon-impacted ground water has been assessed down-gradient <br /> and cross-gr'adient'o'fthe former UST area (Figure 2) <br /> s a <br /> I <br /> I , <br /> J � I <br />
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