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ARCHIVED REPORTS XR0003128
Environmental Health - Public
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3500 - Local Oversight Program
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PR0543841
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ARCHIVED REPORTS XR0003128
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Last modified
10/22/2018 3:30:52 PM
Creation date
10/22/2018 2:47:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0003128
FileName_PostFix
XR0003128
RECORD_ID
PR0543841
PE
3528
FACILITY_ID
FA0005509
FACILITY_NAME
ENCOR INC
STREET_NUMBER
4110
STREET_NAME
INDUSTRIAL
STREET_TYPE
WAY
City
TRACY
Zip
953041611
APN
21221011
CURRENT_STATUS
02
SITE_LOCATION
4110 INDUSTRIAL WAY
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
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EHD - Public
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1 <br /> TREADWELL & ROLLO <br /> o converted the exploratory boring into a monitoring well (MW-1) <br /> o developed the monitoring well (MW-1) and collected a groundwater sample <br /> o analyzed one soil sample and one groundwater sample for total petroleum <br /> hydrocarbons as diesel (TPHd) and benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX) <br />' o reviewed and assessed the analytical results and prepared this report. <br />' 4.0 FIELD INVESTIGATION <br />' A boringwas drilled in the resumed down adient direction from the former storage <br /> P �' � <br />' tank excavation (Figure 2) and converted into a monitoring well (MW-1). The location <br /> of the well was based on the analytical results from our previous investigation. Gregg <br />' Drilling & Testing, Inc of Pacheco, California, performed the drilling and well <br /> installation on 29 September 1993, under the direction of Treadwell & Rollo, Inc. <br /> The borehole was advanced using a truck-mounted drill ng equipped with six-inch- <br /> diameter, hollow-stem augers. It was drilled to a depth of approximately 21 feet. All <br /> augers were steam-cleaned prior to use, and the sampling equipment was cleaned <br />' between sampling intervals with a tnsodium phosphate solution and rinsed with clean <br /> water. All soil cuttings and purged groundwater were placed in 55-gallon drums which <br />' were sealed, labeled, and stored onsite. <br />' 4.1 Subsurface Soil Sampling <br /> The soil samples were obtained using a California Modified, split-spoon sampler with an <br />' outside diameter of 2.5 inches. The split spoon sampler was lined with clean, six-inch- <br /> long, two-inch-diameter, stainless steel tubes. The sampler was driven with a 140-pound <br /> 3 <br /> 11070707 PJC 18 November 1993 <br /> I <br />
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