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2900 - Site Mitigation Program
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PR0542420
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Entry Properties
Last modified
1/23/2020 9:30:57 AM
Creation date
1/23/2020 9:25:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542420
PE
2960
FACILITY_ID
FA0024376
FACILITY_NAME
FORMER CHEVRON 98632
STREET_NUMBER
575
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
575 W GRANT LINE RD
P_LOCATION
03
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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J <br /> ATTACHMENT B <br /> FIELD AND LABORATORY PROCEDURES <br /> Chevron 9-8632, 575 Grant Line Road, Tracy, CA <br /> f Health and Safety <br /> As required by the Occupational Health and Safety Administration (OSHA) Standard <br /> "Hazardous Waste Operations and Emergency Response" guidelines (29 CFR 1910. 120), and <br /> by California Occupational Health and Safety Administration (Cal-OSHA) "Hazardous Waste <br /> Operations and Emergency Response" guidelines (CCR Title 8, Section 5192), SECOR will <br /> prepare a Site-Specific Health and Safety Plan prior to the commencement of fieldwork. The <br /> Site-Specific Health and Safety Plan will be reviewed by the field staff and contractors before <br /> beginning field operations at the site. <br /> Exploratory Drilling <br /> The borings will be drilled using an 8-inch hollow-stem auger drilling equipment to <br /> approximately 20 feet bgs for the shallow soil borings, and to approximately 50 feet bgs in the <br /> deep soil borings. The borings will be logged by a SECOR representative using the Unified <br /> Soil Classification System and standard geologic techniques. Soil samples for logging will be <br /> collected at 5-foot depth intervals using a California-modified split-spoon sampler. The <br /> sampler will be driven a maximum of 18 inches using a 140-pound hammer with a 30-inch <br /> drop. Soil samples for chemical analysis will be retained in brass liners, capped with Teflon <br /> squares and plastic end caps, and sealed in clean zip-lock bags . The samples will be placed on <br /> ice for transport to the laboratory accompanied by chain-of-custody documentation. Down- <br /> hole drilling and sampling equipment will be steam-cleaned prior to and following the <br /> completion of the soil boring. Down-hole sampling equipment will be washed in a tri-sodium <br /> phosphate or alconox solution between samples. <br /> Organic Vapor Procedures <br /> Soil samples collected at 5-foot depth intervals during drilling will be analyzed in the field for <br /> ionizable organic compounds using a photo-ionization detector (PID) with a 10 .2 eV lamp or <br /> a flame ionization detector (FID) . The test procedure will involve measuring approximately <br /> 30 grams from an undisturbed soil sample, placing this subsample in a sealed container (either <br /> a zip-lock bag or a mason jar). The container will be warmed for approximately 20 minutes <br /> (in the sun), then the head-space within will be tested for total organic vapor, measured in <br /> parts per million as benzene (ppm; volume/volume) . The instrument will be calibrated prior <br /> to drilling using a 100-ppm isobutylene standard (in air) and a sensitivity factor of 55, which <br /> relates the photo-ionization potential of benzene to that of isobutylene at 100 ppm. The <br /> results of the field testing will be noted on the boring logs. PID and FID readings are useful <br /> for indicating relative levels of contamination, but cannot be used to evaluate hydrocarbon <br /> levels with the confidence of laboratory analyses. <br /> Groundwater Monitoring Well Installation <br /> The borings will be converted to a groundwater monitoring well by installing 2-inch diameter, <br /> flush-threaded, Schedule 40 PVC casing with 0. 020-inch factory-slotted screen. Approxi- <br /> mately 15 feet of screen will be placed in the bottom the shallow borings, and 5 feet of screen <br />
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