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ARCHIVED REPORTS_XR0007321
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3500 - Local Oversight Program
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PR0545738
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ARCHIVED REPORTS_XR0007321
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Entry Properties
Last modified
6/8/2020 12:18:10 PM
Creation date
6/8/2020 11:48:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007321
RECORD_ID
PR0545738
PE
3528
FACILITY_ID
FA0003715
FACILITY_NAME
Tracy Blvd Chevron
STREET_NUMBER
3775
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
3775 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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SI 1 <br /> Chevron Environmental Management Company Page 2 <br /> Chevron Station 9-8264 3775 Tracy Boulevard Tracy,California Janua 17 2003 <br /> at one onsite location (CPT-2) and three offsite locations (CPT-1, CPT-3, and CPT-4) to <br /> assess soil stratigraphy and to collect discrete groundwater samples (Figure 2) Each <br /> CPT boring was monitored continuously for soil behavior and pore pressure to <br /> approximately 30 to 35 feet below ground surface (bgs) Based on pore pressure and on <br /> lithologic information collected from the CPT logs, one to two depth-discrete <br /> groundwater samples were collected at each boring location Soil samples were also <br /> collected from the borings CPT-1 and CPT-3 Upon completion, the borings were filled <br /> with grout from the bottom up and finished to surface grade with either asphalt or <br /> concrete depending on the pre-existing surface material A summary of the field and <br /> laboratory procedures which were followed during these activities is presented in <br /> Attachment B The findings of this assessment are summarized below <br /> • Subsurface Conditions. Review of the CPT logs indicated the stratigraphy at <br /> CPT-I, CPT-2, and CPT-4 is comprised mainly of sand or a sand mixture to an <br /> approximate depth of 12 feet bgs From 12 feet bgs to the bottom of these <br /> borings the soil lithology is comprised mainly of silt/clay mixtures The log <br /> from CPT-3 indicates a predominately silt mixture with some clay to the total <br /> depth of the boring at 30 feet bgs Groundwater was generally encountered at <br /> approximately 14 feet bgs CPT logs are included in Attachment C <br /> • Soil Analytical Results. Soil samples were collected from CPT-1 and CPT-3 at <br /> 9 and 8 5 feet bgs, respectively, and submitted for chemical analysis to a <br /> California state-certified laboratory for the presence of total petroleum <br /> hydrocarbons quantified as diesel (TPHd), total petroleum hydrocarbons <br /> quantified as gasoline (TPHg),benzene, toluene, ethylbenzene, xylenes (BTEX), <br /> and the fuel oxygenates methyl tertiary butyl ether (MtBE), di-isopropyl ether <br /> (DIPE), tertiary amyl methyl ether (TAME), ethyl tertiary butyl ether(EtBE), <br /> tertiary butyl alcohol (TBA), ethyl dibromide (EDB), 1,2 dichloroethane (1,2- <br /> DCA), ethanol, and methanol Laboratory analytical reports and chain-of- <br /> custody documentation are presented as Attachment D <br /> Methanol was reported in the soil sample from CPT-3 at 8 5 feet bgs at a <br /> concentration of 0 37 milligrams per kilogram (mg/kg) No other analytes were <br /> detected above the laboratory method detection limits <br /> • Groundwater Analytical Results. Groundwater samples were submitted to a <br /> California state-certified laboratory and analyzed for the presence of TPHg, <br /> TPHd, BTEX, and the fuel oxygenates MtBE, DIPE, TAME, EtBE, TBA, EDB, <br /> 1,2-DCA, methanol, and ethanol One to two depth-discrete groundwater <br /> samples were collected from each of the borings in the identified water-bearing <br /> zones at approximately 14 and 24 feet bgs and submitted for chemical analysis <br /> Groundwater analytical results are summarized in Table 1 Groundwater <br /> chemical concentrations are shown graphically in Figure 3 Laboratory <br /> analytical reports and chain-of-custody documentation are presented as <br /> •>� Attachment D <br /> I 1Chevron1982641REPORTSICPT siteassessment doe <br />
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