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ARCHIVED REPORTS_XR0012661 CASE 2
Environmental Health - Public
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ARCHIVED REPORTS_XR0012661 CASE 2
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Last modified
7/21/2020 8:42:24 AM
Creation date
7/21/2020 8:35:55 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012661 CASE 2
RECORD_ID
PR0544618
PE
3528
FACILITY_ID
FA0006456
FACILITY_NAME
SJ CO MOTOR POOL SHOP
STREET_NUMBER
444
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15505005
CURRENT_STATUS
02
SITE_LOCATION
444 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r� <br /> rrt During the sample collection, an experienced environmental geologist classified the <br /> subsurface soil and logged the boreholes. A copy of the Unified Soil Classification System <br /> used to classify the soil and a log key are included in Plates A-1 and A-2. Descriptions of <br /> the soil encountered in each boring and the identification of the sampling intervals are <br /> presented on the Log of Borings, Plate A-3 through A-8 (Appendix A). <br /> The soil encountered in the borings consisted of clay, clayey silt, silt, sandy silt; silty sand, <br /> and clayey sand. In general clay and silt was encountered from 0 to 25 feet. Some sand. <br /> and gravel was encountered between 25 and 40 feet in borings B-1 and B-2. Soil samples <br /> were generally moist, except for the sample collected at the bottom of B-1 which was wet. <br /> Free water was observed in B-I at a depth of 56.5 feet below ground surface. The <br /> remaining five borings were drilled to a depth of 41.5 feet or less and did not encounter <br /> free water. <br /> At each boring location, a truck mounted drill rig equipped with 6-inch hollow stem augers <br /> was used to reach the desired sampling depths. Samples were collected by advancing the <br /> - boring to a point immediately above the desired sampling depth and then driving a <br /> Modified California Sampler lined with three brass tubes into the undisturbed soil. The <br /> ,:... sampler was removed from the bottom of the boring,and the bottom tube was sealed with <br /> Teflon sheeting and tight fitting plastic caps, labeled, and placed inside an iced cooler. At <br /> ,. <br /> the end of drilling operations, selected soil samples were delivered under chain-of-custody <br /> to California Analytical Laboratories/Enseco Inc.in West Sacramento. The remaining soil <br /> samples were retained in refrigerated storage for future reference or analysis. <br /> JA <br /> To reduce the potential for cross-contamination between borings, the augers and <br /> associated equipment were steam cleaned prior to drilling each boring. .The sampling <br /> -' equipment was cleaned with a trisodium phosphate wash and a distilled water rinse prior to <br /> collecting each soil sample. At the completion of the sampling operations,each boring was <br /> backfilled to the surface with a bentonite-cement slurry. Soil cuttings removed from the <br /> borings was placed in 55-gallon steel drums and left onsite. <br /> 3.2 QUALITATIVE FIELD SCREENING <br /> To provide a qualitative indication of contamination and to assist in selecting samples to be <br /> analyzed, a portable organic vapor detector was used to screen the samples in the field. A <br /> 241-89-2196 4 <br />
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