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ARCHIVED REPORTS_XR0010609
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_XR0010609
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Entry Properties
Last modified
5/8/2020 11:09:46 AM
Creation date
5/8/2020 9:58:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010609
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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LSauers
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EHD - Public
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i <br /> i15 November 1999 <br /> AGE-NC Project No 97-0249 <br /> iPage 3 of 5 <br /> ground water samples detected TPH-g, TPH-d and BTEX an five samples, MTBE was detected in <br /> itwo samples <br /> i3 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> i During the August 1999 monitoring event, depths to ground water in wells MW-1 through MW-6 <br /> were measured between 12 64 and 15 56 feet below the tops of well casings, ground water elevations <br /> were calculated to be between 5 64 feet and 5 87 feet below mean sea level Ground water elevation <br /> i at the site decreased an average 6 93 feet between the April and the August 1999 ground water <br /> monitoring events The ground water elevation data for MW-I through MW-6 during the August <br /> 1999 ground water monitoring event as depicted in Figure 3 <br /> iGround water flow direction for the area bound by wells MW-1, MW-3, MW-4 and MW-6 vias <br /> generally toward the west-southwest at a gradient of 0 0013 ft/ft, or approximately 7 feet pet mile <br /> i (Figure 3), ground water flow direction for the area bound by wells MW-1, MW-2, MW-3 and MW- <br /> 4 was generally toward the northwest at a gradient of 0 0013 ft/ft, ground water flow direction for <br /> I the area bound by wells MW-2, MW-4 and MW-5 was generally toward the northeast at a gradient <br /> of 0 0013 ft/ft <br /> i Due to the low gradient at the site, slight variations an ground water measurements or changes of <br /> recharge/discharge of the local ground water could greatly modify ground water flow direction <br /> i32 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> iA total of six ground water samples were submitted to a DHS-certified laboratory in August 1999 <br /> TPH-g was detected an water samples collected from wells MW-1,MW-2,MW-3,MW-5 and MW-6 <br /> i at concentrations ranging up to 18,000 micrograms per liter (4g/l) TPH-d was detected an water <br /> samples collected from wells MW-1, MW-2, MW-3, MW-5 and MW-6 at concentrations ranging <br /> up to 1,600 kcg/l, however,the laboratory reported that the diesel chromatograms for the samples dad <br /> inot have typical diesel characteristics <br /> BTEX compounds were detected an ground water samples collected from wells MW-1,MW-2, MW- <br /> 3, MW-4 and MW-6 at concentrations ranging as high as 3,300,cg/l (benzene, MW-3) MTBE was <br /> detected an samples collected from MW-4 at a concentration of 50 kigll <br /> iMTBE was detected an ground water samples collected from wells MW-4 and MW-6 utilizing EPA <br /> . Method 8260 at concentrations as high as 47 ,ug/l No other fuel oxygenates were detected above <br /> laboratory reporting limits <br /> iAdvanced GcoEnvironmenial,Inc <br /> I <br />
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