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ARCHIVED REPORTS_XR0007602
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545739
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ARCHIVED REPORTS_XR0007602
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Last modified
6/8/2020 12:27:27 PM
Creation date
6/8/2020 12:14:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007602
RECORD_ID
PR0545739
PE
3528
FACILITY_ID
FA0006002
FACILITY_NAME
UNION OIL #6348
STREET_NUMBER
3788
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
21225002
CURRENT_STATUS
02
SITE_LOCATION
3788 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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The two remaining borings, ACS-3 and ACS-4, were drilled offsite in the vacant lot, <br /> ' east of and adjacent to the former Unocal station These two offsite borings were <br /> also located east of the former location of the USTs and outside the perimeter of the <br /> ' backfilled excavation <br /> ' 3.1.1 Soil Borings <br /> ' All borings were logged by a field geologist under the direction of a California <br /> Registered Geologist Boring logs were prepared using the Unified Soil Classification <br /> ' method, and the logs are attached as Appendix D. <br /> ' The water boring and soil borings were advanced to an approximate depth of 10 feet <br /> below ground surface (bgs). No soil samples were collected from WB-1 Soil samples <br /> were collected from the soil borings at approximate depths of 5 and 10 feet bgs <br /> Although the groundwater level was at 8 5 feet bgs at the time of this investigation, <br /> the County also requested collecting soil samples below the water table <br /> ' Soil samples were retrieved using the hollow-stem auger drilling method. After the <br /> auger was advanced to the desired sampling depths of 5 and 10 feet bgs, a stainless <br /> ' steel-lined split spoon sample was driven through the sampling interval with a 140 <br /> pound hammer The bottom stainless steel liner was removed, sealed with Teflon and <br /> ' plastic endcaps, and properly labeled The sealed soil samples were then placed with <br /> ice in a chilled cooler Proper Chain of Custody was maintained on all samples for <br />' delivery to Sequoia Analytical Laboratories <br /> The boreholes were backfilled with concrete/bentonite cement. Soil cuttings and <br /> rinsate water from drilling activities were stored in Department of Transportation- <br /> approved 55-gallon drums. Following sample analysis, the soil cuttings and rinsate <br /> will be disposed of at an appropriate facility <br /> 21988010 wplFebruwy 1995 3 1"rrttelhauser <br /> 0 R P 0 R A T 1 0 N <br />
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