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2900 - Site Mitigation Program
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PR0528359
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Last modified
5/8/2020 3:20:07 PM
Creation date
5/8/2020 2:48:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0528359
PE
2950
FACILITY_ID
FA0019146
FACILITY_NAME
SHELL OIL PRODUCTS US
STREET_NUMBER
3725
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95304
APN
21217030
CURRENT_STATUS
02
SITE_LOCATION
3725 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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k <br /> CONESTOGA-ROVERS <br /> &ASSOCIATES <br /> groundwater samples. Cambria concluded that there may have been mixing of shallow impacted <br /> groundwater with deeper zone groundwater during drilling and/or sampling activities, which <br /> caused the TPHd and MTBE detections at depth in this boring. The results of this investigation <br /> are documented in Cambria's June 24,2003 Site Investigation Report. <br /> Dispenser and Piping Upgrade 2004: During March 2004, Shell performed upgrade activities of <br /> their under-dispenser containment equipment. On March 12, 2004, Cambria performed soil <br /> sampling activities at each of the six dispensers locations (Figure 3). Cambria collected eight <br /> soil samples (D-1 through D-8) from beneath the product dispensers at depths ranging from 3 to <br /> 4 fbg. The results of this investigation are documented in Cambria's August 3, 2004 Product <br /> Dispenser and Piping Replacement Report. <br /> Groundwater Monitoring and Sampling. The three existing groundwater monitoring wells have <br /> been monitored and sampled quarterly since they were installed. The groundwater flow direction <br /> beneath this site has been consistently toward the northeast with a typical gradient of <br /> approximately 0.003. Historical groundwater monitoring data and the most recent groundwater <br /> contour map are included as Attachment A. <br /> SITE CONDITIONS <br /> Soil Types: The predominant soil type beneath the site is fine grained soils(silt and clay). There <br /> is a coarse-grained layer (sand) at approximately 15 fbg beneath the site that appears to be <br /> laterally continuous across most of the site. An additional coarse-grained layer was encountered <br /> at approximately 75 fbg in boring CPT-1. Boring logs are included in Attachment B, and a <br /> geologic cross section is included as Figure 4. Table 1 summarizes available soil boring and well <br /> construction details. <br /> Hydrogeology: Measured depths to groundwater in the site wells have ranged historically from <br /> 4.7 to 18.5 fbg, and groundwater elevations have ranged historically from 8.6 feet above to <br /> 2.3 feet below msl. The groundwater flow direction is typically toward the northeast with the <br /> groundwater gradient averaging 0.003. Groundwater depth and elevation data, and the most <br /> recent groundwater contour map are included in Attachment A. <br /> Hydrocarbon Distribution in Soil: Available historical soil sampling results are summarized in <br /> Table 2. Soil sample locations are shown on Figures 2 and 3. According to Delta's November <br /> 28, 1990 report, all soils containing gasoline constituents were removed to the depth of the water <br /> 0813 4 -- - - <br /> Worldwide Engineering.Environmental.Construction,and IT Services <br />
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