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ARCHIVED REPORTS_XR0003097
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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JACKSON
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1702
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3500 - Local Oversight Program
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PR0545315
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ARCHIVED REPORTS_XR0003097
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Last modified
2/11/2020 11:44:48 AM
Creation date
2/11/2020 9:52:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003097
RECORD_ID
PR0545315
PE
3528
FACILITY_ID
FA0003572
FACILITY_NAME
DAVES UNION SERVICE
STREET_NUMBER
1702
STREET_NAME
JACKSON
STREET_TYPE
ST
City
ESCALON
Zip
95320
APN
227-14-011
CURRENT_STATUS
02
SITE_LOCATION
1702 JACKSON ST
P_LOCATION
06
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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3.2.1 Soil Sampling <br /> Phase II drilling was conducted by RESNA Industries (C57 622930) utilizing a hollow stem auger dnlI <br /> ng A field geologist continuously logged all drill cuttings and cored soil samples utilizing the Unified <br /> P g <br /> Soil Classification System Descriptions of soil types encountered and sample collection intervals are <br /> included on the well log (Appendix I) Cored soil samples were collected at five foot intervals using <br /> a 2-inch diameter split-spoon sampler containing three brass tubes The cored samples and dnll <br /> cuttings were characterized for soil type, moisture content, and evidence of petroleum contamination <br /> A PID was used as a screening device for the detection of petroleum hydrocarbon vapors in drill <br /> cuttings and cored samples The soil sample collected at the water table interface (capillary zone) and <br /> three others with high PID readings were submitted for laboratory analysis <br /> 3.2.2 Monitoring Well Construction <br /> Soil boring MWI was completed as a groundwater monitoring well to assess the extent of groundwater <br /> ' contamination beneath the site The Iocation of this monitoring well is shown on Figure 4 <br /> The well was constructed of 2-inch diameter F480 PVC well screen/casing and completed as shown <br /> on the well log (Appendix I) A well screen slot size of 0 010 inch and a Lone Star 2/12 sand filter <br /> ' pack was used Neat cement was used to seal the well in accordance with San Joaquin County and <br /> California Department of Water Resources guidelines A locking, water tight well box was concreted <br /> ' in place at ground surface <br /> 3.2.3 Groundwater Sampling <br /> On March 4, 1992, the well was monitored and developed in accordance with RESNA's QAIQC <br /> Protocol (Appendix II) The field purge log is included in Appendix III A water sample was then <br /> collected from the well, placed on chemical ice, and transported under chain-of-custody protocol to <br /> RESNA Environmental Laboratories The sample was analyzed for BTEX and TPHG utilizing EPA <br /> methods 8020 and 8015, respectively <br /> R 042992 TJL 5 <br />
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