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ARCHIVED REPORTS_XR0011484
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545174
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ARCHIVED REPORTS_XR0011484
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Last modified
1/13/2020 3:24:25 PM
Creation date
1/13/2020 2:40:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011484
RECORD_ID
PR0545174
PE
3528
FACILITY_ID
FA0004965
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
3246
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14341001
CURRENT_STATUS
02
SITE_LOCATION
3246 E FREMONT ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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CHEVRON/Stockton <br /> May 1987 <br /> SOIL WRINGS <br /> The purpose of the soil borings was to explore the site for <br /> the presence of subsurface hydrocarbon constituents and to obtain <br /> a preliminary definition of the vertical and areal extent of the <br /> constituents, should any be found. Chevron USA requested that <br /> three borings be drilled and monitoring wells be installed if <br /> groundwater was encountered . The three borings were located <br /> around the tank pit excavation (see Figure 2, Site Plan) . Soil <br /> boring 1 was drilled to a total depth of 50 feet, borings 2 and 3 <br /> were drilled to 52 feet below grade. <br /> All of the borings were drilled with a truck mounted drill <br /> rig using 7 . 5-inch O. D. ( outside diameter) hollow stem augems . <br /> The drilling was performed under the supervision of a geologist <br /> who also maintained a continuous log of the materials encountered <br /> (see Appendix I, Drill Logs) . <br /> m� <br /> SOIL SAMPLING <br /> Soil samples were obtained at 5-foot intervals beginning at <br /> 5 feet below grade to the bottom of the borings . Samples were <br /> obtained during drilling using a 2 . 5 inch O.D. split spoon sampler <br /> lined with three 2 x 6 inch brass sample tubes. The sampler was <br /> driven IS inches ahead of the augers at each sample paint . The <br /> collected samples were sealed, capped and packed on ice in an <br /> insulated cooler for subsequent delivery to the laboratory for <br /> analysis. Each sample was labeled with the boring number, sample <br /> number and depth of sample . Soil sampling was conducted in <br /> accordance with Groundwater Technology' s Standard Operating <br /> Procedures (SOPS) 11 , 14 and 15 (see Appendix 1I ) . <br /> - 5 -- <br />
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