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ARCHIVED REPORTS XR0007780
EnvironmentalHealth
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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 XR0007780
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Last modified
7/15/2019 4:45:10 PM
Creation date
7/15/2019 3:46:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007780
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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Invitation to Bid. Hartmann do Setness <br />• Stockton Platiag, Incorporated <br /> 632 South EI Dorado Strut <br /> siockton,CA 95203-3407 <br /> Page 4 <br /> • total lead analyses have a sensitivity 1,000 times greater than the TEL test method, and so <br /> this provides a slightly less valuable but far more sensitive backup h analysis <br /> TEL method should thet <br /> tetraethyl lead prove to be present but below the lirrut of detection by t <br /> also provides good data on background lead concentrations in <br /> theld native cr soils as ial the Sitcontrasted <br /> with TEL impacted soils Background lead concentrations <br /> metals plating site and is near to where local studies d �ha��e d�countpthe presence <br /> of TEL <br /> of heavy <br /> metals from past activities Such an argument <br /> data in the absence of total lead data, therefore we have included it as a target analyte <br /> Assuming that only one of these tanks has leaked, this relatively simple sampling regime should <br /> serve to categorically eliminate one tank or the other as a source candidate <br /> ,�..... <br /> The existing data supports the conclusion ----_-_-_----„-----�-_ - <br /> . that an on-site source exists for the = __-�__ ' c = -- - - - - - - <br /> observed groundwater impact Therefore a _ _ _ Q <br /> zone of soil impact exists through .-hich --�-_ ___-_ _ ---—- - - —- --- <br /> the gasoline fuel hydrocarbons moved in7-- <br /> order <br /> _ ro ° yin sY <br /> .. — — — c v — _ �o+r�_— ____ <br /> order to reach the aquifer surface It is =_-__ --__- ° _` _ _-_--___-_^__ <br /> necessary to know the size and shape of _-_—=__ -_- ° °° Q 4 - - - - - _ _ _ _ . _ <br /> this soil-bound plume in order to assess the1]1 . ------------------- W________ <br /> need for pneumatic conductivity feasibility --------------------------- <br /> testing, and to provide for confidence in <br /> the reliability of the eventual remedial ------- ------�- <br /> design Figure 2. Soil-Vapor Vertical Intercept Profiling <br /> It is believed that on or about October 23, 1990, when TKI-90 uas being tested, that a release of <br /> approximately 700 gallons of unle.adead gasoline occurred Soil vapor sampling penetrations %vill be <br /> made at locations chosen moving away from the TKI-90 location (see Figure 1) At each of these <br /> locations, soil vapor samples will be withdrawn into Tedlar sampling bags at discreet depths and tested <br /> with a photoionization detector (PID) for ionizable gases The point at which the soil vapor plume Is <br /> encountered will be registered in each penetration Within the boundaries represented by the soil vapor <br /> intercepts will be the actual soil-bound fuel saturation (Figure 2) Soil samples will be selected from <br /> either side of these intercepts for laboratory analysis with the objective being to provide analytical proof <br /> of the dimensions of the vertical soil saturation plume <br /> . Therefore, for the Source Disenmination and Soil Impact Delineation tasks, your bid should <br /> include the following <br />
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