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2900 - Site Mitigation Program
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PR0523409
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SITE HISTORY
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Last modified
11/19/2024 10:19:50 AM
Creation date
8/12/2019 1:31:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0523409
PE
2950
FACILITY_ID
FA0015819
FACILITY_NAME
FORMER CHEVRON
STREET_NUMBER
103
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95516
APN
23313023
CURRENT_STATUS
02
SITE_LOCATION
103 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Ms. Tammy Hodge CAMBRIA <br /> November 1, 1996 <br /> collected at 8 ft depth from the excavation sidewall in the northeast portion and soil samples collected from <br /> the southern part of the excavation sidewalls did not contain TPHg and benzene, indicating that all significant <br /> hydrocarbon-bearing soil was removed. <br /> 1995 Monitoring Wells Installation: On March 20, 1995, GTI supervised the drilling and installation of off- <br /> site monitoring wells MW-4 and MW-5, which were installed to a maximum depth of 21.5 ft. TPHg and <br /> benzene were not detected in any of the samples from either of these soil borings. <br /> SITE HYDROGEOLOGY <br /> Regional Hydrogeology: The site is located in the northwest portion of the San Joaquin Valley, on the distal <br /> slope of a Quaternary alluvial fan derived from Coast Range sediments. The water quality in the Tracy area <br /> is degraded by intrusion of saline connate water as a result of overdraft of deeper aquifers. Shallow ground <br /> water is generally poor along the western boundary of the San Joaquin Basin; it is characterized by high <br /> concentrations of dissolved solids (U.S. Geological Survey Professional Paper 1401-A, 1991). <br /> Local Hydrogeology: Subsurface materials beneath the site are predominantly silty clays and clayey silts with <br /> a lens of pebbly sand from about 14 to 18 ft(Attachment Q. Ground water was encountered at a depth of <br /> about 10 ft. I^ I �5 Mull, <br /> SF s -6.0 St'UuV"- <br /> Boring and Well Logs: Boring and well construction logs are included in Attachment C. <br /> Cross-Sections: No cross-sections have been prepared by previous consultants. <br /> Ground Water Depth: Depth to water measurements indicate ground water ranges from about 8 to 12 ft deep <br /> (Attachment D). <br /> Ground Water Flow Direction: The ground water flow direction has consistently been northeastward <br /> (Attachment E). <br /> Potential Underground Conduits: A sewer was identified at a depth of 2.5 ft by GTI during the installation <br /> of monitoring well MW-5,northeast of the site. Though this is in the down gradient direction of ground water <br /> flow, historic depth to ground water has been about 10 ft. Therefore, the shallow sewer is not a potential <br /> migration pathway for ground water. <br /> 4 <br />
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