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ARCHIVED REPORTS XR0001750
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2900 - Site Mitigation Program
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PR0505602
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ARCHIVED REPORTS XR0001750
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Last modified
6/20/2019 2:59:41 PM
Creation date
6/20/2019 2:03:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001750
RECORD_ID
PR0505602
PE
2950
FACILITY_ID
FA0006891
FACILITY_NAME
BANK OF THE WEST
STREET_NUMBER
1267
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
11304217
CURRENT_STATUS
02
SITE_LOCATION
1267 COUNTRY CLUB BLVD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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5.0 SOIL AND GROUND WATER SAMPLING <br /> Based on the subject site's former use as a service station, Geosystem recommended a <br /> Phase II or intrusive site investigation The Phase II assessment included drilling, soil and <br /> ground water sampling, and chemical analyses. The scope of the Phase II investigation was <br /> submitted to the County (Geosystem, March 20, 1995) and subsequently approved Drilling <br /> and soil sampling, ground water sampling, equipment decontamination, and chemical <br /> analyses are discussed in the following sections. <br /> 5 1 DRILLING AND SOIL SAMPLING <br /> In April 1995, eight soil borings, Borings B-1 through B-8, were advanced to total depths of <br /> between 17 and 32 feet below grade The locations of Borings B-1 through B-8 are shown <br /> in Figure 2 Drilling was performed by Kvilhaug Well Drilling and Pump Company, Inc <br /> (License No C57-482390), of Concord, California, using Geoprobe drilling techniques <br /> Bonngs B-1, B4, B-5, B-7, and B-8 were advanced to a total depth of 17 feet below grade <br /> Borings B-2, B-3, and B-6 were advanced to a depth of 32 feet below grade. Soil samples <br /> were collected at nominal 5-foot intervals from each boring Geoprobe soil sampling <br /> involves pushing a 15-inch diameter sampling probe into the soil using a hydraulic cylinder <br /> and a high-speed vibrating hammer. At selected depths, the tip of the probe is retracted <br /> and the hollow probe is advanced into the soil The hollow probe is lined with four 6-inch <br /> long by 7/8 inch diameter brass sample sleeves Upon retrieval from the boring, the sample <br /> sleeves are removed from the probe One of the sample sleeves was sealed with rubberized <br /> plastic end caps and labeled with a unique sample identification number Soil samples <br /> retained for possible chemical analysis were placed in a cooler and preserved on ice pending <br /> delivery to the analytical lab. <br /> The stratigraphyencountered in each of the Geo robe borings was logged in the field by <br /> P <br /> an experienced geologist Edited copies of the field boring logs are included in Appendix D <br /> 5-1 <br /> GZARSYS T:Eml <br /> Consultants, Inc <br />
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