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ARCHIVED REPORTS XR0010040
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544750
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ARCHIVED REPORTS XR0010040
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Last modified
11/19/2024 10:19:03 AM
Creation date
8/12/2019 2:20:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010040
RECORD_ID
PR0544750
PE
3528
FACILITY_ID
FA0003706
FACILITY_NAME
CHEVRON USA #90959 (INACT)
STREET_NUMBER
103
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95476
APN
23313023
CURRENT_STATUS
02
SITE_LOCATION
103 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Environmental Assessment Report 3 <br />Chevron U S A Products Compete 103 West 11th Street Tracy CA April 26 1995 <br />presented on the drilling log (Appendix B) Figure 1 shows the location of MW4 and MW -5 relative to <br />previously installed monitoring wells at the site <br />Subsequent to drilling activities in boring MW -5, and during installation of the monitoring well in this <br />boring, the operator of the buvness adjacent to MW -5 contacted the Groundwater Technology, Inc <br />representative and drill crew on site to inform them of a possible break in a sewer branch connecting <br />his business with the main sewer line in the street Close examination of boring MW -5 revealed a <br />damaged 4 -inch -diameter clay sewer pipe located at the outer edge of the boring approximately 2 5 <br />feet BGS On March 20, 1995, Groundwater Technology personnel repaired the damaged section of <br />sewer pipe under the supervision of Mr Avtar Barisal, City of Tracy Department of Public Works <br />Construction Inspector <br />Completed wells were surveyed by Morrow Surveying for horizontal position and elevation relative to <br />mean sea level datum using previously surveyed monitoring wells on site as a reference (Appendix C) <br />Elevations were obtained for top -of -well -casing and the well box nm <br />On March 23, 1995, MW -4 and MW -5 were developed by Groundwater Technology using a PVC bailer <br />Prior to development activities, depth to water was measured in each new well relative to top -of -well - <br />casing to determine the static water level (Table 1) The new wells were manually developed using a <br />surge block and bailer in order to remove fine-grained sediment Approximately 20 gallons of water <br />was extracted from wells MW -4 and MW -5 (equivalent to 11 and 10 well volumes, respectively) All <br />of water generated during development was pumped into a U S Department of Transportation -approved <br />purge water trader and transported to the Chevron refinery in Richmond, California for recycling <br />30 RESULTS OF SOIL SAMPLE ANALYSES <br />Table 2 summarizes the laboratory analytical results for soil samples collected on March 20, 1995 <br />TPH-G and BTEX were not detected in any of the analyzed sod boring samples or stockpile samples <br />Copies of laboratory analyses reports and chain -of -custody manifests for the sod samples are included <br />in Appendix D <br />0055EAR RPTIChv.471 <br />❑�.❑W GROUNDWATM <br />❑❑❑ TECHNOLOGY . <br />
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