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2900 - Site Mitigation Program
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PR0506639
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Last modified
2/19/2020 11:49:15 AM
Creation date
2/19/2020 9:59:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0506639
PE
2950
FACILITY_ID
FA0007561
FACILITY_NAME
ARCO AM/PM
STREET_NUMBER
2295
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
2295 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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6.0 SUBSURFACE INVESTIGATION <br /> 6.1 DRILLING PROCEDURES <br /> On May 21, 1997, four 2-inch diameter polyvinyl chloride (PVC) monitoring wells (MW-1 <br /> through MW4) were installed near the southwest, southeast, northwest and west site boundaries <br /> respectively. The locations were selected in order to determine if the shallow groundwater beneath <br /> the property had been impacted by the off-site sources identified in the Site Acquisition <br /> Environmental Record Search. The four wells were installed to the depth of 22 feet bgs. <br /> Three soil borings were completed at the site on May 22, 1997. Borings SB-1 through SB-3 were <br /> drilled at the locations of each proposed site improvement; in the proposed building pad area, the <br /> proposed pump island canopy area and the area of the proposed USTs respectively. Borings SB-1 <br /> and SB-3 were completed to a depth of approximately 20 feet bgs. Boring SB-2 was completed to <br /> a depth of approximately 50 feet bgs in order to evaluate the liquefaction potential of subsurface <br /> soils. <br /> Monitoring well and boring locations are indicated on Figure 3. The borings were logged and <br /> samples were collected by SECOR personnel. The boring logs are presented in Appendix A. <br /> P <br /> 6.2 SOIL SAMPLING PROCEDURES <br /> During auger advancement, soil sampling was performed starting at a depth of approximately two <br /> to three feet bgs using an 18-inch long, 2.5-inch inner diameter split spoon sampler lined with three <br /> six-inch brass sample tubes. Sampling was performed by driving the sampler into the undisturbed <br /> soil beyond the auger cutter head with a 140-pound hammer free-falling from a height of 30 inches <br /> until 18 inches of penetration was achieved or until the number of blows required to drive the <br /> sampler 6 inches (blow count) exceeded 50. After driving the sampler, the augers were advanced <br /> 18 inches and the sampler was extracted. Soil sampling was subsequently completed every 5 feet <br /> to the total depth of exploration to develop a description of the subsurface stratigraphy and to <br /> obtain characteristic samples for environmental purposes. <br /> Upon extracting the sampler, a representative undisturbed soil sample was packaged by placing <br /> Teflon sheets over the brass tube and capping the tube with a tight fitting plastic cap. The ends of <br /> the tube were then sealed with self-adhering silicon tape, labeled, and placed in an iced cooler <br /> JN 40007-088-01 <br /> I1ig\nuw\97.06jun\arcotmc.doc <br /> 6-1 <br />
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