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SR2400282 (3)
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SR2400282 (3)
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Last modified
4/28/2026 2:38:47 PM
Creation date
4/28/2026 2:33:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
SR2400282
PE
2900 - Site Mitigation Program
STREET_NUMBER
780
STREET_NAME
SIXTH
STREET_TYPE
ST
City
TRACY
CURRENT_STATUS
Closed - Complete
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
780 SIXTH ST TRACY
Tags
EHD - Public
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Union Pacific Railroad Company - 3 - 14 July 2023 <br /> Former Bunker C Vaults <br /> its contents. Antea Group also collected a composite soil sample from four soil borings <br /> surrounding (not beneath) the UST and sump at approximately 5.5 feet below ground <br /> surfaces (bgs). Additionally, Antea Group investigated soil impacts near the oil water <br /> separator (OWS) by collecting a composite sample from four soil borings around the <br /> perimeter of OWS and from one boring within the OWS location. Soil samples were <br /> collected from these borings at approximately 6.5 feet bgs. Following the sample <br /> collection, Antea Group oversaw the excavation and removal of the UST and the <br /> destruction and abandonment of the concrete sump and OWS. Antea Group analyzed <br /> all samples for gasoline range organics as volatile fuel hydrocarbons, polycyclic <br /> aromatic hydrocarbons (PAHs) as semi-volatile organic compounds, diesel range <br /> organics, oil range organics, and metals. This analysis did not include BTEX <br /> compounds. <br /> While the composite soil samples did not contain PAHs above regulatory levels, they <br /> did contain 320 micrograms per kilogram (pg/kg) of volatile fuel hydrocarbons, which <br /> show that a release occurred in the area of the former UST. Consequently, an additional <br /> soil analysis is needed to determine if BTEX concentrations in the soil pose a direct <br /> contact risk for human exposure. Additionally, Antea Group did not collect grab <br /> groundwater samples from near the UST or OWS during the site investigation. Central <br /> Valley Water Board staff does not agree with Antea Group's recommendation for no <br /> further action. An assessment of potential impacts to groundwater at these locations is <br /> also needed to determine if the site poses a risk to human health and safety and to the <br /> environment. <br /> Barber Site (GeoTracker ID: T10000021210) <br /> At the Barber site, Antea Group investigated two subsurface structures during the <br /> previous site assessment. Antea Group collected soil samples from around the outside <br /> corners of the northern structure (not beneath) at a depth of 8 feet bgs. Antea Group <br /> also collected a soil sample and a liquid sample from the sump in the interior of the <br /> northern structure but did not report the analytical results for the liquid sample. The only <br /> soil sample that Antea Group analyzed from the northern structure was the sample <br /> taken from within the interior sump. For the southern structure, Antea Group collected <br /> soil samples from near the outside corners (not beneath) at five feet bgs, as well as one <br /> soil sample from inside the sump. Diesel range organics detected in the soil samples <br /> collected from the within the southern structure and from outside the north corner of the <br /> southern structure contained 3,800 and 1,900 milligrams per kilogram (mg/kg), <br /> respectively. Both of these values exceed the San Francisco Bay Regional Water <br /> Quality Control Board's Environmental Screening Levels (ESLs) for leaching to <br /> groundwater and direct contact in commercial settings. Naphthalene concentrations of <br /> 72 pg/kg and 110 pg/kg were detected in soil samples collected from outside of the east <br /> and west corners of the southern structure, respectively. While the naphthalene <br /> concentrations were denoted as laboratory estimates in the Report, they are above the <br /> ESL associated with a risk for leaching to groundwater. Antea Group did not remove the <br /> underground structures on site and concluded that no further action is needed based on <br /> the current usage and location of the property. <br />
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