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ARCHIVED REPORTS_XR0012086
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545229
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ARCHIVED REPORTS_XR0012086
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Last modified
1/24/2020 12:40:38 PM
Creation date
1/24/2020 11:38:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012086
RECORD_ID
PR0545229
PE
3526
FACILITY_ID
FA0003903
FACILITY_NAME
TOSCO CORPORATION #31258
STREET_NUMBER
4707
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10816004
CURRENT_STATUS
02
SITE_LOCATION
4707 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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�qw�u� <br /> Working to Restore Nature <br /> FIELD PROCEDURES <br /> Site Safft Plan <br /> Field work performed by RESNA on behalf of Unocal at the project site was conducted in <br /> accordance with RESNA's Site Safety Plan 38032-935, dated January 1993 This plan <br /> describes the basic safety requirements for the subsurface environmental investigation and <br /> the safety requirements for soil borings at the site The Site Safety Plan was applicable to <br /> personnel and subcontractors of RESNA. RESNA's personnel and subcontractors scheduled <br /> to perform work at the site were briefed on the contents of the Site Safety Plan before work <br /> began A copy of the Site Safety Plan was available for reference by appropriate parties <br /> during the work The onsite geologist of RESNA acted as the Site Safety Officer <br /> Soil Boring <br /> The soil boring was hand-augered to a depth of approximately 5 feet below grade The <br /> equipment was steam-cleaned before augering the borings to minimize the possibility of <br /> cross-contamination The soil borings were then drilled with a Mobile B-57 drill rig <br /> equipped with 10-inch-diameter, hollow-stem augers Upon reaching total depth in the <br /> boring, the boring was then grouted to surface with neat cement. <br />• Soil Sampling in Borings <br /> Soil samples were collected at approximately 5-foot intervals from the ground surface to the <br /> full depth of the borings Soil samples were collected using a California-modified split- <br /> spoon sampler, equipped with clean brass sleeves Samples were collected by driving the <br /> sampler into the native soil at the base of the boring The sampler was driven through the <br /> hollow center of the auger into the soil The sampler was driven 18 inches with a standard <br /> 140-pound hammer repeatedly dropped 30 inches The number of blows needed to drive <br /> the sampler each successive 6 inches was counted and recorded to evaluate the relative <br /> consistency of the soil Sampling equipment was cleaned between each use with an <br /> industrial soap and clean tap water <br /> During sampling, the geologist used a field photoionization detector (PID) to characterize <br /> the relative levels of hydrocarbons. Field instruments such as the PID are useful for <br /> indicating relative levels of hydrocarbon vapors, but do not detect concentration of <br /> hydrocarbons with the same precision as laboratory analyses One of the samples in brass <br /> sleeves not selected for laboratory analysis at each sampling interval was tested in the field <br /> using a PID This testing was performed by placing the sample in a resealable plastic bag, <br /> manually breaking up the sample in the sealed bag, and allowing the contents to warm <br /> momentarily The intake probe of the PID is then inserted into the bag and the reading <br /> recorded on the Log of Boring <br /> 1214dcam/38032-14 <br />
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