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ARCHIVED REPORTS XR0010073
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544793
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ARCHIVED REPORTS XR0010073
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Entry Properties
Last modified
11/19/2024 10:19:03 AM
Creation date
9/3/2019 1:27:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010073
RECORD_ID
PR0544793
PE
3528
FACILITY_ID
FA0006237
FACILITY_NAME
HONEST AUTO SALE AND REPAIR
STREET_NUMBER
595
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23337004
CURRENT_STATUS
02
SITE_LOCATION
595 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Additional field modifications were added during the April 19, 2001 work This consisted <br /> of moving borehole locations to attempt to delineate the edges of the contaminant plume <br /> based upon drilling field observations The final borehole locations are presented on <br /> Figure 1 <br /> Reconnaissance Groundwater Sam_RIin <br /> A total of eleven boreholes were sampled in April 25, 2000 and April 9, 2001 using push <br /> or dull rods as temporary casing Boring PB-14 collapsed winch prevented the collection <br /> of a groundwater sample Borehole PB-20 collapsed upon the GeoProbe sampler and the <br /> threads failed which attached the sampling equipment Very severe flowing conditions <br /> completely covered the sampler equipment preventing recovery, and the borehole was <br /> cemented at that point <br /> Depth to groundwater measurements were made to the nearest one-one hundredth of one <br /> foot from existing grade, and also checked for the presence of separate phase product <br /> prior to sample collection The groundwater sample was carefully collected with a clean <br /> disposable bailer, or GeoProbe water sampler, which advances a clean screen into the <br /> aquifer strata, and poured into the appropriate laboratory prepared container with <br /> minimum cavitation and headspace Each water sample was labeled, logged onto a chain- <br /> of-custody <br /> hain- <br /> ofcustody form, and placed in a chilled ice chest on crushed ice <br /> • Subsurface Conditions <br /> A total of twelve exploratory borings were drilled at the locations shown on Figure 1, the <br /> deepest of winch was advanced to a termination depth of 26 feet The site is underlain by <br /> silty clay to depths of about 8- to 10-feet Thus clay is underlain by interbedded clay, <br /> clayey sand, silty sand, and sand to depths of about 20- to 24-feet, and compose the <br /> aquifer strata The sand is locally very clean and tends to flow and caused partial or total <br /> borehole collapse in all bonngs The aquifer strata are underlain by interbedded silty clay, <br /> clayey sand and clayey silt, which compose the underlying field confining strata at winch <br /> the bonngs were terminated in the range of about 24- to 26-feet <br /> Groundwater occurred at depths of about 12- to 14-feet and rose to about 9-feet <br /> indicating the aquifer strata are unconfined to very weakly confined On the basis of <br /> selected field groundwater measurements, groundwater appears to flow to the north, <br /> however there was insufficient time for levels to equilibrate for adequate data to plot a <br /> contour flow direction The historic groundwater flow direction as mapped in the existing <br /> monitoring wells is consistently northerly <br /> Page 5 <br />
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