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ARCHIVED REPORTS_XR0010579
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2900 - Site Mitigation Program
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PR0507155
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ARCHIVED REPORTS_XR0010579
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Last modified
5/8/2020 11:10:10 AM
Creation date
5/8/2020 9:49:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010579
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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' 12 February 2003 <br /> • AGE-NC Project No 97-0249 <br />' Page 4 of 5 <br />' Previous and current analytical results of ground water monitoring well samples are summarized in <br /> Tables 3 and 4 The laboratory reports(MAI Work Order No 0212122) and chain-of-custody forms <br /> are presented in Appendix C <br />' 4.0. SUMMARY AND CONCLUSIONS <br />' The implications from the December 2002 ground water monitoring event are as follows <br /> • Ground water elevation at the site appeared to have increased an average 5 45 feet between <br />' the September 2002 and the December 2002 ground water monitoring events(Table 2) The <br /> ground water elevation at the site was within the screened intervals of wells MW-1 through <br /> MW-6 which should yield samples fully representative of shallow ground water conditions <br />' • Ground water flow direction at the site was generally inferred to be cast to southeast at an <br /> approximate gradient of 0 001, in the area of Three B's Truck Plaza well MW-4, ground <br /> water was inferred to be flowing radially inwards towards a depression of the water table <br /> located between Flag City Chevron wells MWA, MW-2 and EW-1 (Figure 3) Due to the <br /> low gradient at the site, slight variations in ground water measurements or changes of <br />' . recharge/discharge of the local ground water could greatly modify the inferred ground water <br /> flow direction <br /> • Ground water flow direction at the site does not appear to have been influenced by pumping <br />' of domestic water well DW-1 <br /> • The elevated TPH-g concentrations detected in water samples collected from wells MW-1, <br />' MW-2 and MW-3 (screened between 5 and 25 feet bsg) suggest that these wells may be <br /> screened within or near a"core area"of a dissolved petroleum hydrocarbon plume(Figure 4), <br /> however, significant TPH-g concentrations detected at well MW-6 suggest that at least two, <br /> 1 separate petroleum "core areas"may be present Historically,the area of greatest dissolved <br /> petroleum hydrocarbon-impact was encountered in the samples from wells MW-3 and MW-6 <br /> with lower petroleum hydrocarbon concentrations detected from in-between wells MW-1 and <br /> I MW-2 <br /> • The historical distribution of MTBE concentrations in Three B's Truck Plaza wells MW-1, <br /> MW-2,MW-4,MW-6 and Flag City Chevron well MW-7 have suggested the possibility of <br /> two separate dissolved MTBE-plumes (Figure 6) <br /> • The lateral extent of the dissolved petroleum hydrocarbon plume is not known toward the <br /> south, southwest, west, northwest and north of the area bound by wells MW-1 through <br /> MW-6, the vertical extent on the site is not known in any direction (Figures 4, 5 and 6) <br /> Advanced GeoEnvironmental,Inc <br />
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