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WORK PLANS_FILE 1
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WORK PLANS_FILE 1
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Last modified
2/3/2020 12:04:40 PM
Creation date
2/3/2020 11:07:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0545273
PE
3528
FACILITY_ID
FA0000174
FACILITY_NAME
JOES TRAVEL PLAZA
STREET_NUMBER
15600
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19620079
CURRENT_STATUS
02
SITE_LOCATION
15600 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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Ms.Margaret Lagorio, SJCEHD October 21,2003 <br /> Joe's Truck Plaza Project No. 2033-15600-01 <br /> Work Plan for Additional Site Assessment <br /> Page 3 <br /> In November 1998, Avalon advanced fifteen soil borings in the vicinity of the former <br /> northern and southern UST pits. TPHD and MTBE were reported in soil samples <br /> collected from a depth of approximately 9 feet bgs, at maximum concentrations of 200 <br /> mg/Kg and 0.064 mg/Kg, respectively. Avalon concluded that petroleum hydrocarbon <br /> impact extended to groundwater. TPHD, benzene, and MTBE were reported in grab <br /> groundwater samples at maximum concentrations of 11,000 µg/L, 16 µg/L, and 1,700 <br /> µg/L, respectively. Avalon concluded that the lateral and vertical extent of hydrocarbon <br /> impact was adequately characterized beneath the southern tank pit, but that the lateral <br /> extent of petroleum hydrocarbon impact beneath the northern tank pit had not been <br /> adequately assessed. <br /> In February 2000, Avalon installed six groundwater monitoring wells (MW-1 through <br /> MW-6). Depth to water beneath the site ranged from 6.24 to 7.26 feet bgs. Avalon d -: 7 <br /> concluded that groundwater beneath the site was impacted with TPHD, TPHG, benzene, <br /> and MTBE at maximum concentrations of 120 µg/L, 440 µg/L, 3.1 µg/L, and 1,800 µg/L, <br /> respectively. The site was subsequently placed on a quarterly groundwater monitoring <br /> program. <br /> In January 2001, Avalon conducted additional subsurface assessment activities to further <br /> evaluate the lateral extent of petroleum hydrocarbon impact to soil and groundwater in <br /> the northern half of the site and beneath the adjacent property to the north. Four soil <br /> borings were advanced along the northern border of the site, and six soil borings were <br /> advanced on the adjacent property to the north for further lateral characterization of the <br /> dissolved plume to the northeast (predominant groundwater flow direction). MTBE was <br /> reported in the grab groundwater samples collected from every boring advanced, with the <br /> maximum concentration of MTBE reported at 2,600 µg/L. Avalon concluded that the <br /> lateral extent of petroleum hydrocarbon impact to soil was adequately characterized. <br /> However, Avalon concluded that the vertical extent of dissolved hydrocarbons beneath <br /> the site, and the lateral extent of dissolved hydrocarbons to the north and northeast were <br /> not adequately characterized by this investigation. <br /> In February 2002, Avalon installed four more monitoring wells to further evaluate the <br /> vertical the lateral extent of petroleum hydrocarbon impact to groundwater. Three of <br /> these wells (MWO-1 through MWO-3) were installed on the adjacent property to the <br /> north and northeast of the study site. The fourth well (MWO-1X) was installed in the <br /> vicinity of monitoring well MW-2, but screened into a deeper horizon. Avalon <br /> concluded that the lateral extent of petroleum hydrocarbon impact to groundwater was <br /> adequately characterized to the north and northeast, but the vertical extent of dissolved <br /> petroleum hydrocarbons remained uncharacterized. <br /> P:\Joe's Truck Plaza\Work Plans\Joes workplan 102103.doc <br />
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