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ARCHIVED REPORTS_XR0005402
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PR0545495
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ARCHIVED REPORTS_XR0005402
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Last modified
3/11/2020 8:55:15 AM
Creation date
3/10/2020 4:39:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005402
RECORD_ID
PR0545495
PE
3528
FACILITY_ID
FA0006423
FACILITY_NAME
STOCKTON MOBIL 2
STREET_NUMBER
3440
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3440 E MAIN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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ti <br /> Acton • Mickelson • van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> v <br /> Log of Soil Boring. MW-2 0 M/OVA: hNu PID with 10.2 eV probe <br /> Project Number: 1901204 Drilling Time Date <br /> Start 8:58 AM 12/13/93 <br /> Location: Beacon #47'4 <br /> 3440 East Main Street Finish 1:00 PM 12/13/93 <br /> Stockton, California Water Depth (Date): T9.32 Feet (12/13/93) <br /> Drilling Company: V&w Driving Casing Elevation: 99.07 Feet <br /> Drilled By: Robert Vickery Completion Depth: 91.5 Feet <br /> Drilling Method 14obfie 8-61 HDX Logged By: T. Del Frate <br /> Sampling Method: Cafifornia modified split-spoon sampler Checked By: <br /> fitted with 6"brass sample sleeves <br /> z Q �0 <br /> ON _ <br /> m <br /> DESCRIPTION Fs �� ONSTRUCTIO oCn C312 <br /> COMMENTS <br /> M u�i <br /> w <br /> U. <br /> CLAYEY SILT, tan, low plasticity, —__= ML = 10 <br /> damp. -- 30 t8 B <br /> 23 <br /> Boring terminated. Total depth <br /> 91.5 feet. <br /> 95 <br /> 00-- <br /> 05-- <br /> 120—H <br /> 005120 <br /> Papp 4 or 4 <br />
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