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PR0544111
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Last modified
2/7/2019 12:07:10 PM
Creation date
2/7/2019 10:31:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544111
PE
3528
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
02
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> Stantec �! > <br /> No Further Action Request Report <br /> Chevron and ARCO Commingled Plume No. CP0034 <br /> April 10, 2012 <br /> • A silty sand and poorly graded and well graded sand layer encountered from ten ft <br /> bgs to approximately 19 to 28 ft bgs. <br /> • A clay layer described as both a lean clay and -fat clay in various borings <br /> encountered from approximately 25 to 30 ft bgs to 45 to 50 ft bgs. <br /> • A poorly.graded sand to silty sand layer encountered between 45 to 50 ft bgs to 52 <br /> to 57 ft bgs. <br /> • The deepest layer encountered-to date is a clay layer below 57 ft bgs. <br /> • Depth to groundwater has varied from approximately six to.20 ft bgs and is in an <br /> unconfined aquifer. <br /> Historically, groundwater flow has been dominantly to the northeast at a gradient of 0.0001 to <br /> 0.0009 ft/ft; however, during the last four sampling events the groundwater direction has been <br /> to the north and north-northwest. A groundwater elevation contour map is included as Figure 3. <br /> Historical groundwater gradient data is included in Table 2 and is depicted on a groundwater <br /> direction rose diagram included as Figure 4. <br /> 2.4. SUMMARY OF PREVIOUS WORK <br /> 2.4.1. UST History <br /> i <br /> Chevron 94275 Facility <br /> The original service station was constructed in 1973. At that time,four single-walled, fiberglass <br /> USTs were installed. A gasoline release from a product line was detected in 1985. <br /> In January 1989, four single-walled USTs (three gasoline and one waste oil)were removed. No <br /> holes were found in any of the USTs. Soil samples were collected from beneath the tanks and <br /> beneath the product lines. Soil samples collected from below the excavated tanks contained up <br /> to 3,600 milligrams per kilogram (mg/kg) gasoline range organics (GRO) and 31 mg/kg of <br /> benzene. Soil samples from below the southern product line were non-detect for all analyzed <br /> analyses; however, samples from below the northern. product lines reported 310 mg/kg GRO <br /> and 0.63 mg/kg of benzene. Soil samples collected from the bottom of the waste oil UST pit <br /> were non-detect for GRO and benzene; however, diesel range organics (DRO)were reported at <br /> a concentration of 0.0011 mg/kg. Additionally, a soil sample from beneath the former waste oil j <br /> UST was analyzed for total oil and grease, halogenated volatile organic compounds, <br /> polychlorinated biphenyls, and pesticides. The constituents were not detected above the <br /> laboratory method reporting limits (MRL). A new UST pit was excavated and five double- <br /> walled, fiberglass USTs were installed (four gasoline and one methanol). Historical soil <br /> I <br /> 94275 NFAR 2012.doc 4 <br />
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