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ARCHIVED REPORTS_XR0012401
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545638
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ARCHIVED REPORTS_XR0012401
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Last modified
5/5/2020 1:32:15 PM
Creation date
5/5/2020 12:51:07 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012401
RECORD_ID
PR0545638
PE
3528
FACILITY_ID
FA0005998
FACILITY_NAME
UNION OIL SS#2859
STREET_NUMBER
1665
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
13702031
CURRENT_STATUS
02
SITE_LOCATION
1665 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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11 <br /> activities and observations The Umfied Soils Classification System (USCS) was used to log <br /> ' lithologies <br /> ' 4.2.2 Simultaneous Soil and Groundwater Sampling <br /> Commencing at the depth at which groundwater was encountered (approximately 30 <br /> feet bgs), groundwater samples were collected at ten foot intervals using a Sumulprobe <br /> ' sampling device The Si mulprobe m (Figure 4-1) is an nn-situ sampling device, shaped much <br /> like a split spoon sampler, which allows the simultaneous collection of in-situ hgwd with soil <br /> ' core The purpose of the SnmulprobeTM is to collect soil samples and liquid samples at the <br /> same depth interval The paired samples can be simultaneously and economically collected in <br /> ' one sampling event This paired samphng technique provides the opportunity to investigate <br /> ' 1 the relationship between contaminant distribution and stratigraphic characteristics, <br /> and, <br /> y2 the opportunity to compare contaminant concentration in liquid with that found in <br /> ' directly correlative soil core <br /> 4.2.3 Simul robe Sampling <br /> Prior to each sampling event, the Simulprob6m was steamcleaned and new <br /> consumables (i a Teflon tubing, o-rungs, brass tubes, etc) were used To minimize the <br /> ' potential of water entrained within the augers from entering the Si mulprob6m while it is <br /> lowered to its proposed sampling depth, the SimulprobeTM was pressurized with nitrogen gas <br /> ' A latex condom was rolled on from the shoe along the bottom half of the probe to prevent <br /> cross-contammatirng sequential soil samples Once the sampling depth was reached, the <br /> ' SunulprobeTm was driven approximately 18-21 inches into the subsurface by the drill-ng <br /> hammer to collect the soil.core The Sunulprob6m was then pulled back approximately 2 to 3 <br /> inches to retract the sliding Drive Shoe and expose the Circular Screen (Figure 4-1) The <br /> nitrogen gas was then allowed to bleed offto the atmosphere at ground surface which allowed <br />
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