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ARCHIVED REPORTS_XR0011476
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ARCHIVED REPORTS_XR0011476
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Last modified
1/13/2020 3:24:25 PM
Creation date
1/13/2020 2:35:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011476
RECORD_ID
PR0545174
PE
3528
FACILITY_ID
FA0004965
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
3246
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14341001
CURRENT_STATUS
02
SITE_LOCATION
3246 E FREMONT ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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Chevron U.S.A., Inc. December 20, 1991 <br /> 02320 1883 Page 2 <br /> 3.0 ADDITIONAL ASSESSMENT WORK <br /> 3.1 SITE-SPECIFIC HEALTH AND SAFETY PLANIBACKGROUND REVIEW/PERMITTING <br /> Gro.ndwater Technology prepared a Site-Specific Health and Safety Plan required by the <br /> Occupational Health and Safety Administration (OSHA) Standard "Hazardous Waste Operations and <br /> Emergency Response" g.iidelines (29 CFR 1910.120). The Site-Specific Health and Safety Plan was <br /> prepared by a Groundwater Technology industrial hygienist, following a complete review of site <br /> conditions and any existing Site-Specific Health and Safety Plans for the site with the project manager. <br /> The document was reviewed and signed by all Groundwater Technology personnel and subcontractors <br /> personnel and subcontractoes performing work at the site. <br /> Groundwater Technology conducted a technical review of all pertinent information prior to <br /> proceeding with assessment work at the site. All applicable permits pertaining to soil bming installation <br /> were obtained. <br /> 3.2 SOIL BORING <br /> On November 22, 1991, Groundwater Technology drilled one soil boring utilizing a truck- <br /> mounted drill rig equipped wun 6.5-inch hollow-stem augers. The soil boring was drilled to a depth <br /> of 70-feet below grade. The sampling equipment was properly cleaned between sampling runs. The <br /> drilling operation was performed by a field geologist under the supervision of a California registered <br /> geologist. The field geologist maintained a log of the materials encountered during drilling (Appendix <br /> 9). The soil from the boring was placed on and covered with plastic sheeting and left on site. <br /> 3.3 SOIL SAMPLING <br /> During,." drilling operations, s?'l samples ware collected at 5-foot intervals, beginning <br /> approximately 15 feet below grade to the l,,ottom of the boring. Samples were collected using a 2.5- <br /> inch outside diameter 10.D,)split-spoon sampler, lined with three 2-inch diameter by 6-inch long brass <br /> sample tubes. The sampler was driven 18 inches ahead of the augers at each sample point. Soil <br /> samples were field screened using a photo-ionization detector(PID). One sample from every five-foot <br /> interval was sealed with aluminum foil, capped, taped, labeled, placed on ice in an insulated container <br /> and delivered to a State of California-certified laboratory. <br /> Eleven soil samples from the depth interval of 20 to 70 feet were selected for analysis. Each <br /> sample was analyzed for benzene, toluene, ethylbenzene and xylenes (BTEX), and total (petroleum <br /> GROUNDWATER <br /> . TFcHNOLOGY,INC. <br />
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