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ARCHIVED REPORTS_CONCEPTUAL SITE MODEL
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542464
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ARCHIVED REPORTS_CONCEPTUAL SITE MODEL
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Last modified
2/10/2020 7:44:17 PM
Creation date
2/10/2020 4:43:58 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
CONCEPTUAL SITE MODEL
RECORD_ID
PR0542464
PE
2960
FACILITY_ID
FA0024404
FACILITY_NAME
CHEVRON FUEL TERMINAL 1001621
STREET_NUMBER
22888
STREET_NAME
KASSON
STREET_TYPE
RD
City
BANTA
Zip
95304
APN
23906015, 16, 17
CURRENT_STATUS
01
SITE_LOCATION
22888 KASSON RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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r <br /> • Between January and April of 1988, a soil vapor survey was conducted in the impoundment area (PEG, <br /> ' 1995). <br /> • In May 1989, two monitoring wells (MW-12 and MW-13) were installed to a depth of approximately 60 <br /> feet bgs. The wells are screened from approximately 48 to 50 feet bgs to the total depth of the boring in <br /> a presumed lower water bearing zone (PEG, 1995). <br /> • In May 1990, a Problem Assessment Report (PAR) and Work Plan were submitted (PEG, 1995). The <br /> PAR included a '/z-mile radius well search, fate and transport modeling, and summary of previous site <br /> work. <br /> • In July 1993, five extraction wells (MW-14 through MW-16, MW-18 and MW-19) and three <br /> groundwater monitoring wells (MW-17, MW-20, and MW-21) were installed. Wells MW-14 through <br /> MW-16 were used for separate phase hydrocarbon (SPH) recovery and wells MW-18 and MW-19 <br /> were used for hydraulic containment(PEG, 1995). <br /> • In August 1993, additional site assessment was performed. Twenty soil borings were drilled in the farm <br /> field adjacent to the site. The results of groundwater samples collected from all 20 borings indicated <br /> total petroleum hydrocarbons as diesel (TPHd), total petroleum hydrocarbons as gasoline (TPHg), <br /> benzene and toluene concentrations were all non-detect(PEG, 1995). <br /> • In June 1994, one 10,000-gallon double walled fiberglass underground storage tank (UST), pump <br /> island, and associated piping was removed from the Keylock area. Two soil samples were collected <br /> from the former pump island area. Groundwater was observed in the tank excavation at approximately <br /> 8 feet bgs (PEG, 1995). <br /> I • A PAR was submitted on May 15, 1995 (PEG, 1995). The principal findings of the PAR are listed <br /> below: <br /> 1. The lateral and vertical extent of dissolved-phase hydrocarbons in the lower water bearing <br /> zones was adequately defined. <br /> 1 2. Continued operation of the containment system, including the pumping of groundwater from the <br /> extraction wells, maintained the shallow groundwater plume onsite. <br /> 1 3. Continued SPH recovery and extraction of dissolved-phase hydrocarbons, from three wells <br /> within the SPH plume onsite, reduced hydrocarbon mass in groundwater. <br /> • In July 2001, an assessment report and work plan for additional assessment was submitted as part of the <br /> ongoing investigation of hydrocarbon-impacted groundwater and soil at the site (SECOR, 2001). Data <br /> collected in April of 2001 and May of 2001 indicated the extent of the methyl tertiary butyl ether <br /> (MtBE) within shallow groundwater (northeast of the site on private property) was not defined. Offsite <br /> groundwater analysis results in May of 2001 reported MtBE concentrations ranging from 6.1 <br /> micrograms per liter (pg/L) to 95 pg/L. Microbiological analysis of soil and groundwater samples <br /> collected on April 12, 2001 suggested a healthy population of hydrocarbon degraders exists with good <br /> natural attenuation potential at the offsite sample locations. <br /> • <br /> BLASLAND, BOUCK &LEE,INC. <br /> 3124106 engineers,scientists,economists 2-2 <br /> J:\D0006\44634_00161022_ConceptuaI Site Model.doc <br />
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