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ARCHIVED REPORTS_XR0003999
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545387
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ARCHIVED REPORTS_XR0003999
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Entry Properties
Last modified
3/5/2020 8:54:07 AM
Creation date
3/5/2020 8:18:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003999
RECORD_ID
PR0545387
PE
3528
FACILITY_ID
FA0005718
FACILITY_NAME
SINCLAIR TRUCKING
STREET_NUMBER
3780
Direction
W
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
3780 W LINNE RD
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Cr¢ologicalTeclucicslnc. Page 7 <br /> ' Well Installation and Quarterly <br /> Groundwater Monitoring Report <br /> • Project No. 1030.2 <br /> ' .lune I8,2002 <br /> 3.1 Analytical Results <br /> Soil <br /> In summary: <br /> • BTEX and TPH-G were found in the 13.5 to 14 foot sample from MW-101. <br /> 0 The 20 to 20.5 foot sample from MW-101 was non-detect for all analyzed constituents. <br /> Minor levels of xylene were detected in the 24.5 to 25 foot and 32.5 to 33 foot samples. <br /> ' • MTBE was non-detect in all samples collected from MW-101. <br /> Groundwater <br /> ' In summary: <br /> • Elevated levels of BTEX and TPH-G were detected in MW-1. <br /> • Minimal levels of BTEX constituents were detected in MW-4. <br /> MW-2, MW-3, MW-101 and the domestic well were non-detect for all analyzed <br /> constituents. These wells have been non-detect throughout the history of this project. <br /> ' • Fuel oxygenates including MTBE were non-detect in all monitoring wells. <br /> a Historically there has been no fuel oxygenates detected at this site. <br /> 3.2 Geology and Field Observations <br /> The following section discusses the subjective field observations and geology documented <br /> during this investigation based on the interpretations of the field geologist. <br /> • The geology between 0 and 14 feet bgs is characterized by clay and silt, primarily gray <br /> in color with varied degrees of plasticity. <br /> + A sand layer was between 14 and 19 feet bgs. This unit is similar to a sand unit found at <br /> approximately the same depth in other boreholes on site. <br /> ' • A clay layer was encountered between 19 and 22 feet bgs. This unit is similar in each <br /> borehole at the site. <br /> ' • From 22 to 34 feet bgs are alternating sand layers. The layers range from Clayey Sand <br /> to Gravely Sand. <br /> • Highly plastic clay was encountered at approximately 34 feet bgs. <br /> ' 3.3 Hydrology of Site <br /> On June 11, 2002, the depth to groundwater was measured in all of the wells prior to <br /> ' purging. Depths to groundwater ranged from a high of 8.78 feet below the top of casing to <br /> a low of 9.25 feet below the top of casing. Groundwater was measured in all the wells on <br /> June 11, 2002. The average groundwater elevation for the June event was 67.56 feet above <br /> ' mean sea level (MSL). This is the highest groundwater elevation recorded at this site. <br />
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