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ARCHIVED REPORTS_XR0013046
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0508187
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ARCHIVED REPORTS_XR0013046
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Last modified
3/4/2020 11:44:06 AM
Creation date
3/4/2020 11:13:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013046
RECORD_ID
PR0508187
PE
2950
FACILITY_ID
FA0007980
FACILITY_NAME
CHEVRON SERVICE STATION #9-3232
STREET_NUMBER
8660
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
Zip
95210
APN
07917039
CURRENT_STATUS
01
SITE_LOCATION
8660 LOWER SACRAMENTO RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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AT`T'ACHMENT B <br /> FIELD AND LABORATORY PROCEDURES <br /> ChLvion 9-3212, 8660 Lower Saciamenlo Road, StOLkton, CA <br /> Health and Safety <br /> Prior to performing field work at the site, SECOR prepared a Site-Specific Health and Safety <br /> Plan 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 <br /> Waste Operations and Emergency Response" guidelines (CCR Title 8, Section 5192) The <br /> Site-Specific Health and Safety Plan was reviewed by field staff and contractors before <br /> beginning field operations at the site <br /> CPT Borings and Groundwater Sampling <br /> The CPT soil bonngs were advanced using a direct push cone penetrometer testing (CPT) ng <br /> to log soil stratigraphy Immediately adjacent to each CPT borehole, a second direct-push <br /> borehole was advanced to collect discrete groundwater samples Groundwater samples were <br /> collected using a hydropunch, or s€rrular technology, by lowering a stainless steel or Teflon <br /> bailer into accumulated groundwater in the borehole, then retrieving and transferring the <br /> water into laboratory supplied containers The groundwater sample containers were placed <br /> on ice for transport to the laboratory accompanied by chain-of-custody documentation. <br /> Down-hole boring and sampling equipment was steam-cleaned prior to and following the <br /> completion of each soil boring Down-hole sampling equipment was washed in a tri-sodium <br /> phosphate or AlconoxTM solution between samples <br /> Laboratory Procedures <br /> Groundwater samples collected were analyzed for the presence of total petroleum <br /> hydrocarbons quantified as gasoline (TPHg) by EPA Method 8015, benzene, toluene <br /> ethylbenzene, xylenes (BTEX), and the fuel oxygenates methyl tertiary butyl ether (MtBE), <br /> ethyl tertiary butyl ether (EtBE), di-isopropyl ether (DIPE), tertiary amyl methyl ether <br /> (TAME), tertiary butanol (TBA), ethylene dibromide (EDB), 1-2 dichloroethane (1-2 DCA), <br /> methanol, and ethanol by EPA Method 8260B <br /> Soil Cuttings and Rinsate Water <br /> No soil cuttings or nnsate water was generated during drilling activities at the site <br /> Exploratory Drilling <br /> The soil borings will be drilled using an 8-inch hollow-stem auger drilling equipment The <br /> shallow bonngs will be advanced to approximately 50 feet bgs, and the deep borings will be <br /> advanced to a depth of no more than 70 feet bgs The bonngs will be logged by a SECOR <br /> ,10 representative using the Unified Soil Classification System and standard geologic techniques <br />
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