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ARCHIVED REPORTS_XR0012958
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0504875
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ARCHIVED REPORTS_XR0012958
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Last modified
11/19/2024 1:50:34 PM
Creation date
3/30/2020 2:25:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012958
RECORD_ID
PR0504875
PE
2951
FACILITY_ID
FA0006377
FACILITY_NAME
CHEVRON PRODUCTS CO (INACT)
STREET_NUMBER
25651
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
APN
00514120
CURRENT_STATUS
02
SITE_LOCATION
25651 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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., Chevron Products Company 2 <br /> Chevron Station#9-2396 25650 Highway 99 North Acam o California JuIv 12 2001 <br /> three new 12,000-gallon USTs. Analytical results for soil samples reported low levels <br /> ✓ (1.9 ppm to 410 ppm) of total petroleum hydrocarbons calculated as gasoline (TPHg), <br /> benzene (0.008 ppm to 0.11 ppm), toluene (0.009 ppm to 6.7 ppm), cthylbenzene (0.008 <br /> ppm to 69 ppm), and xylenes (0.009 ppm to 46 ppm). <br /> On June 24 and July 28, 1994, water samples were collected from the domestic water <br /> supply well located near the frontage road, west of the pump islands. Analytical results <br /> reported non-detectable levels of TPHg, and benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX) on both occasions. <br /> ASSESSMENT ACTIVITIES AND FINDINGS <br /> On April 26 and 27, 2001, SECOR supervised Cascade Drilling of Rancho <br /> Cordova, California in drilling three soil borings to approximately 79 feet below <br /> ground surface (bgs). The soil borings (SB) were drilled using hollow stem <br /> augers. The exploratory borings were advanced at the general locations shown in <br /> Figure 2; one boring (SB-1) was located in the area adjacent to the gasoline <br /> USTs, one boring (SB-2) was located between the fuel facilities and the on-site <br /> domestic well, and one boring (SB-3) was located in the area of the former <br /> waste oil UST. Soil samples were collected every five feet for logging and field <br /> screening. The 65-foot interval and 75-foot interval soil samples from each <br /> boring were submitted for analysis. A groundwater sample was also collected <br /> from each borehole and submitted for analysis. A groundwater sample was also <br /> collected from the on-site domestic water well. Field and laboratory procedures <br /> are presented as Attachment A. The findings of this assessment are summarized <br /> below: <br /> • Lithology. Primarily sands and silt-sand mixtures were encountered <br /> from below the asphalt surface to the total depth of the borings. Soil <br /> boring logs are included as Attachment B. <br /> • Soil Analytical Results. Select soil samples were submitted to a <br /> California state-certified laboratory and analyzed for the presence of: <br /> purgeable hydrocarbons (i.e.TPHg), BTEX, fuel oxygenates, and total <br /> lead. Fuel oxygenates include tert-butyl alcohol (TBA), methyl tert- <br /> butyl ether(MtBE), di-isopropyl ether (DIPE), ethyl tert-butyl ether <br /> (EtBE), tert-amyl methyl ether(TAME), ethanol, 1-2 dichloroethane <br /> (1-2 DCA) and ethylene dibromide (EDB). <br /> TPHg and BTEX were analyzed using the DHS/LUFT method, fuel <br /> oxygenates were analyzed using EPA Method 8260A, and lead <br /> analysis was performed using EPA 6000/7000 series. The laboratory <br /> did not detect these constituents in soil samples. Certified analytical <br /> reports and chain-of-custody record are presented in Attachment C_ <br /> I:1ChevronW23961Reports1.1u1y 2001 Site Assessment Report.doc <br />
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