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ARCHIVED REPORTS_XR0008928
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545814
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ARCHIVED REPORTS_XR0008928
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Last modified
7/10/2020 12:58:51 AM
Creation date
7/9/2020 1:36:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008928
RECORD_ID
PR0545814
PE
3528
FACILITY_ID
FA0007099
FACILITY_NAME
DURAFLAME WEST
STREET_NUMBER
1340
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14530012
CURRENT_STATUS
02
SITE_LOCATION
1340 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Preliminary Investigation and Evaluation Report-- California Cedar Products <br /> volatile hydrocarbons Benzene, Toluene, Ethylbenzene and Xylenes (BTEX), <br /> ' and for the 5 fuel oxygenates (TBA, MTBE, DIPE, ETBE and TAME) <br /> ' Prepared this technical report of findings <br /> ' 2.0 Methods of Investigation <br /> ' The following sections describe techniques used during the exploratory soil <br /> investigation and groundwater grab sampling on 12 September 2002 The probe <br /> locations are shown on Figure 3 — Subsurface Probe Map <br /> 21 Exploratory Soil Sampling <br /> A C-57 licensed drilling subcontractor using a mobile, truck-mounted GeoProbe <br /> sampling rig performed soil probing Members of Underground Service Alert (USA) <br /> under clearance ticket no 373556 first cleared drilling locations To access the <br />' subsurface, Cal West Concrete Coring performed concrete coring on 5 September <br /> 2002 <br /> On 12 September 2002, the mobile GeoProbe sampling rig was positioned over the <br />' marked location of B1 shown on Figure 3- Subsurface Probe Map Soil samples <br /> were sub-sampled from the drive tube at depths of 13-15 feet below ground surface <br /> (bgs), 18-20 feet bgs, and 23-25 feet bgs (five-foot depth intervals beginning at the <br /> bottom of the tank pit) Probing was continued to a depth of 28-30 feet bgs to <br /> determine vertical extent of diesel in clay encountered at 24 5 feet bgs Unconfined <br /> groundwater was encountered at an approximate depth of 19 feet bgs based on <br />' observations of wet soils in B2, 63 and B4 <br /> 1The soils were logged by a Registered Geologist according to the Unified Soil <br />'• Classification System ASTM-2488 visual A MiniRAE hotoionization detector was <br /> Y ( ) p <br /> RAB Consulting <br /> 3 <br />
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