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ARCHIVED REPORTS_XR0010587
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0507155
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ARCHIVED REPORTS_XR0010587
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Last modified
5/8/2020 11:23:42 AM
Creation date
5/8/2020 9:52:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010587
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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15 March 2002 <br /> AGE-NC Project No 97-0249 <br /> Page 7 of 10 <br />' No other petroleum hydrocarbon constituents were detected by the laboratory analyses The <br /> laboratory reports (McCampbell Analytical Inc Lab ID's 84503-20, 84528-32 and 84745-51) and <br /> chain-of-custody forms are presented in Appendix B Analytical results of the ground water samples <br /> are summarized in Table 1, analytical results of CPT "grab" ground water samples collected in <br /> November 2001 are depicted in cross sectional views D-D', E-E' and F-F' (Figures 6, 7 and 8, <br /> respectively) <br /> 3.0 SUMMARY AND CONCLUSIONS <br />' The implications of the November 2001 CPT investigation results are as follows <br />' • Geologic cross sections D-D', E-E' and F-F' were generated from CPT data collected at <br /> borings P-10, P-11,P-12,P-13,P-16, P-17 and P-18 and depict general lithology beneath the <br /> site (Figures 3, 4 and 5, respectively) <br /> • Permeable to semi-permeable, gravelly sand, silty sand and fine to medium sand zones were <br /> generally encountered at depths between 35 and 55 feet bsg, 60 and 85 feet bsg, 90 and 105 <br /> feet bsg, 110 and 125 feet bsg and 135 to 145 feet bsg <br /> G Less permeable, stiff fine grained silt and clay zones were generally encountered at depths <br /> between 55 and 60 feet bsg, 85 and 90 feet bsg, 105 and 110 feet bsg and 125 feet to 135 feet <br /> bsg <br /> • It is not known how effectively the intervening fine grained intervals hydrologically separate <br /> the Informal hydrologic units, although laboratory analyzes of petroleum hydrocarbon-impact <br /> has migrated through or around them Geologic cross sections D-D', E-E' and F-F'depict <br /> the Informal hydrogeologic units and petroleum hydrocarbon concentrations beneath the site <br /> (Figures 3, 4, 5, 6, 7 and 8) <br /> AGE Interprets the CPT data to Identify six potential hydrologic units Informally named <br /> Hydrologic Unit No 1 located between 10 and 35 feet bsg, Hydrologic Unit No 2 located <br /> between 35 and 60 feet bsg, Hydrologic Unit No 3 located between 60 and 90 feet bsg, <br /> Hydrologic Unit No 4 located between 90 and 110 feet bsg,Hydrologic Unit No 5 located <br /> between 110 and 135 feet bsg and Hydrologic Unit No 6 located at depths greater than 135 <br /> feet bsg (Figures 3, 4 and 5) <br /> I • Hydrologic Unit No 1 at the site Is characterized by intense concentrations of fuel <br /> components, contaminants were detected in 10 of 11 water samples from HU-1 TPH-g has <br /> been detected in water samples at concentrations as high as 120,000 µg/1, TPH-d at <br /> concentrations as high as 490,000µg/l, benzene concentrations as high as 17,000µg/1 and <br /> 1,2-DCA at a concentration of 6 7 ,ug/l The core of the dissolved petroleum-hydrocarbon <br /> plume appears to be located between the Three B's Truck Plaza building and the former UST <br /> Advanced CeoEnvironmental,Inc <br /> I <br />
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