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ARCHIVED REPORTS_XR0010757
Environmental Health - Public
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EHD Program Facility Records by Street Name
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THORNTON
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2900 - Site Mitigation Program
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PR0507155
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ARCHIVED REPORTS_XR0010757
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Entry Properties
Last modified
5/8/2020 11:03:17 AM
Creation date
5/8/2020 10:21:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010757
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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21 June 2004 <br /> S AGE-NC Project No 97-0249 <br /> Page 3 of 7 <br /> 2 3 LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br />' Eachound water logged on a chain-of-custody form,placed in a chilled container and <br /> �' sample p was gg <br /> transported to McCampbell Analytical Inc , a California Department of Health Services (DHS)- <br /> certified laboratory for analysis for <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d, <br /> respectively) by EPA Methods 5030/8015Cm, <br /> • Benzene, toluene, ethylbenzene and xylene (BTEX) by EPA Method 8021B, <br /> • 1,2-Dichloroethane (1,2-DCA), ethylene dibromide (EBD), tertiary butanol (TBA), di- <br /> isopropyl ether (DIPE), ethyl tert butyl ether (ETBE), tert amyl methyl ether(TAME) and <br /> methyl-tertiary butyl ether(MTBE) by EPA Method 8260B <br /> I <br />' 3.0. FINDINGS <br /> Ground water elevations, general flow direction and the estimated gradient were determined from <br />' field data collected on 15 March 2004, the contaminant impact to ground water was quantified by <br /> laboratory analysis of water samples collected on 15, 16 and 17 March 2004 <br /> I3 1 GROUND WATER ELEVATION AND GRADIENT <br /> I The 15 March 2004 ground water elevation at wells MW-1 through MW-12 were calculated by <br /> subtracting the measured depth to ground water from the surveyed casing elevation The depth to <br /> ground water measurements vaned from the purged wells between 7 36 feet(MW-6)and 10 75 feet <br /> (MW-8F)below the top of well casings, ground water elevation was calculated to be between 0 57 <br /> feet(MW-9B) and 1 27 feet(MW-1 OF)below mean sea level Generally,ground water elevation at <br /> the site increased an average 3 28 feet between the December 2003 and the March 2004 ground <br /> Iwater monitoring events <br /> The ground water elevation data collected from the site was plotted for six informal hydrogeologic <br /> flow units as defined in AGE's CPT Site Investigation - Fourth Quarter 2001 (dated 15 March <br /> 2002) Hydrologic Units 1, 2 and 6 at Three B's Truck Plaza are laterally equivalent to Flag City's <br /> First Zone, Second Zone, and Primary Aquifer Zone, respectively, with the exception of minor <br /> interpretational differences in location ofhydrostrati graphic boundaries,Three B's Hydrologic Units <br /> 3 and S are laterally equivalent to Flag City's Rock Upper Zone and Secondary Aquifer Zone, <br /> respectively <br /> Ground water elevation data collected from Flag City Chevron wells MW-9 (A-C),MW-ll (A-D), <br /> • MW-13 (A-D), MW-16, MW-17, MW-18 and Three B's Truck Plaza wells MW-6, MW-9 (A-E) <br /> and MW-10(A-F)on 15 March 2004 was depicted on cross section C-C'(Figure 3),by determining <br /> Advanced GeoEnvtronmental,Inc <br /> I <br />
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