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ARCHIVED REPORTS_XR0010612
Environmental Health - Public
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0010612
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Last modified
5/8/2020 11:17:47 AM
Creation date
5/8/2020 10:00:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010612
RECORD_ID
PR0507155
PE
2950
FACILITY_ID
FA0007718
FACILITY_NAME
3 B'S TRUCK PLAZA
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05515026
CURRENT_STATUS
02
SITE_LOCATION
14749 N THORNTON RD
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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i <br />' 17 May 1999 <br /> AGE-NC Project No 96-0249 <br /> Page 7 of 9 <br /> through 08841) and chain-of-custody forms are included in Appendix D <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the results of monitoring well Installation, soil sampling, ground water monitoring and <br /> Iground water sampling activities performed in March and April 1999, AGE concludes <br /> • TPH-g was detected in three soil samples from borings MW-2 and MW-3 at concentrations <br /> ranging as high as 920 mg/kg, TPH-d was detected from the same soil samples at <br /> concentrations as high as 360 mg/kg <br /> • BTEX constituents were detected in eleven soil samples collected from soil borings MW-1, <br /> MW-2,MW-3,MW-5 and MW-6 at concentrations ranging as high as 40 mg/kg The highest <br /> concentration of benzene was reported in the 10-foot sample from MW-3 at 5 2 mg/kg <br /> • MTBE was detected in the 25-foot sample from MW-4 at 0 0063 mg/kg <br /> • The estimated extent of petroleum hydrocarbon-impacted soil is illustrated in cross sectional <br /> view in Figures 14, 15 and 16 and extends horizontally approximately 160 feet southeast and <br /> 130 feet east of the former UST area and extends vertically to depths of 25 feet bsg The <br /> vertical and horizontal extent of petroleum hydrocarbon-impacted soil is relatively unknown <br /> in all other directions <br /> C The site gradient was calculated at 0 02 ft/ft, or approximately 105 feet per mile (Figure 12) <br /> Ie Ground water was inferred to be flowing towards the northeast in the area bound by wells <br /> MW-3, MW-4, and MW-6, ground water was inferred to be flowing northwest in the area <br />' bound by wells MW-2, MW-4 and MW-5 <br /> • The ground water depths in wells MW-1 through MW-6 were approximately two to five feet <br /> below the tops of the well casings Therefore, these wells are "properly screened", and <br /> should yield samples representative of shallow ground water conditions <br /> • TPH-g was detected in ground water samples collected from wells MWA through MW-6 at <br />' concentrations ranging from 67 /.zg/l (micrograms per liter) to 24,000 µg11 TPH-d was <br /> detected from the same samples at concentrations between 97 µg/l and 6,400 kcgll, <br /> respectively, however the laboratory reported that the diesel chromatograms for the samples <br /> did not have typical diesel patterns <br /> • BTEX compounds were detected in ground water samples collected from wells MW-1 <br /> through MW-6 at concentrations ranging as high as 3,400 pg/l (benzene, MW-3) <br /> • MTBE was detected in a ground water sample collected from MW-4 utilizing EPA Methods <br /> Advanced Geoinvironmentai,Inc <br /> I <br />
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