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ARCHIVED REPORTS XR0012551
Environmental Health - Public
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EHD Program Facility Records by Street Name
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BENJAMIN HOLT
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2905
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3500 - Local Oversight Program
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PR0544110
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ARCHIVED REPORTS XR0012551
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Last modified
2/6/2019 5:08:17 PM
Creation date
2/6/2019 4:29:07 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012551
RECORD_ID
PR0544110
PE
3528
FACILITY_ID
FA0003712
FACILITY_NAME
CHEVRON STATION #94275*
STREET_NUMBER
2905
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09760004
CURRENT_STATUS
02
SITE_LOCATION
2905 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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�x �':._ s-p, � hg3 .a.�.ate �,,• <br />_ I <br /> i=a <br /> 1.0 INTRODUCTION <br /> This report describes the procedures and presents the results of cone penetration testing <br /> (CP11 and BAT groundwater sampling conducted at Chraron Station No.94275,2975 Benjamin <br /> Holt Drive,Stockton, California. The objectives of this investigation N:ere: <br /> (i) demonstrate the ability of the CPT to characterize the site geology and <br /> hydrogeology, and <br /> (ii) demonstrate the accuracy of the CPT-installed BAT sampling system relative to <br /> the California Code of Regulations (CCR) Title 23 groundwater monitor,sg well <br /> samples. <br /> The field work was performed on March 11 and 12, and October 21, 1991. <br /> The equipment and procedures used are described in Section 20. Section 3.0 describes the <br /> CPT data interpretation methodology. Section 4.0 presents the results of the CPT and BAT <br /> testing and sampling program. CPT data logs are contained in Appendix A. <br /> In corjuricf on with the CPT and BAT Sampling Program~,monitoring wells onsite were sampled <br /> according fo standard protocol to assess the potential use of the BAT system for long term <br /> monitoring. Discussion of the monitoring well construction and installation, the sampling <br /> techniques and analytical methods are beyond the slope of this report. However, the <br /> general analytical results for the BAT system and for the monitoring wells are discussed <br /> in Section 4.0 and conclusions and recommendations are presented in Section 5.0. Compl3te <br /> analytical results are presented in Appendix B. <br />
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