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ARCHIVED REPORTS_XR0012618
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545653
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ARCHIVED REPORTS_XR0012618
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Last modified
5/6/2020 4:48:28 PM
Creation date
5/6/2020 4:00:14 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012618
RECORD_ID
PR0545653
PE
3528
FACILITY_ID
FA0003727
FACILITY_NAME
CHEVRON STATION #96465 (INACT)
STREET_NUMBER
5608
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10815011
CURRENT_STATUS
02
SITE_LOCATION
5608 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Chevron U.S.A. <br /> Page 32 <br /> Each of the recently constructed monitoring wells were developed and sampled on <br /> April 11th and 12th of 1990. The test results revealed no contamination except for <br /> only low levels in monitoring well MW-2A. This result was significantly less than the <br /> contamination of monitoring well MW-2, approximately 5 feet from the newly constructed <br /> MW-2A. In ar,attempt to sample MW-2, Dames&Moore observed that the well had been <br /> contaminated by hydrocarbon products entering from the surface through a poorly sealed <br /> well head. This contamination was possibly arising from vehicles parked over the <br /> monitoring well. Monitoring well MW-2 could not be sampled since it had gone dry,due <br /> to the lowering water table. Additional rounds of sampling in May and August of 1990 <br /> revealed the same, relatively low petroleum contaminated groundwater in the recently <br /> constructed deeper monitoring wells, including MW-2A. <br /> At Chevron's request, Dames&Moore reconstructed the Christy-box and well head <br /> -R <br /> of the older monitoring wells MW-1, MW-2, MW-3, MW-4, MW-5, MW-6, and MW-7, <br /> FC! <br /> 11.0 CONCLUSIONS <br /> Based on the review of the data collected from Dames&Moore's investigation at <br /> the subject property and the review of readily available published and site data, we <br /> { have summarized the following general conclusions for your considerations: <br /> o The soils encountered at the subject property have a stratigraphy resulting <br /> with relatively low permeability materials over the surface 10 to 15 <br /> feet, with a more sandy, permeable stratigraphy occurring from <br /> approximately 10 to 30 feet below the surface. <br /> o Monitoring well MW-2,constructed in 1986,and historically with the highest <br /> reported contamination, has recently gone dry. Monitoring well MW-2A <br /> replaced this well. Test results of groundwater from monitoring well <br /> MW-2A show only low levels of contamination. <br /> 36000-206-0+4 <br />
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