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ARCHIVED REPORTS_XR0004561
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3500 - Local Oversight Program
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PR0545484
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ARCHIVED REPORTS_XR0004561
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Last modified
3/10/2020 11:39:13 PM
Creation date
3/10/2020 11:34:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004561
RECORD_ID
PR0545484
PE
3528
FACILITY_ID
FA0003714
FACILITY_NAME
LACHHAR CHEVRON*
STREET_NUMBER
334
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26115041
CURRENT_STATUS
02
SITE_LOCATION
334 E MAIN ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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ATTACHMENT C <br /> FIELD PROCEDURES <br /> Chevron Service Station. 9-1452, 334 East Main Street, Ripon, California <br /> sun), then the head-space within was tested for total organic vapor, measured in parts per <br /> million as benzene (ppmv; volume/volume). The instrument was calibrated prior to drilling <br /> using a 100-ppm isobutylene standard (in air) and a sensitivity factor of 55, which relates the <br /> photo-ionization potential of benzene to that of isobutylene at 100 ppm, The results of the <br /> field-testing was noted on the boring logs. PID and FID readings are useful for indicating <br /> relative levels of contamination, but cannot be used to evaluate hydrocarbon levels with the <br /> confidence of laboratory analyses. <br /> Soil Sampling for Stockpiled Soil <br /> Soil samples were collected by advancing a 2-inch diameter stainless steel sample liner into <br /> the soil stockpile, after removing approximately 6-inches to 1-foot of surface material in the <br /> sample location. One composite of four soil samples was collected per approximately 100 <br /> cubic yards of soil. Soil samples for chemical analysis were retained in the brass liners, <br /> labeled, and capped with Teflon sheets and plastic end caps. The samples were then sealed <br /> in zip-lock bags, placed on ice, and transported to the laboratory accompanied by the <br /> appropriate chain-of-custody documentation. <br /> PROPOSED CPT INVESTIGATION AND WELL INSTALLATION <br /> CPT Borings and Groundwater Sampling <br /> The CPT soil borings will be advanced using a direct push cone penetrometer testing (CPT) <br /> rig to log soil stratigraphy. Immediately adjacent to each CPT borehole, a second direct-push <br /> borehole will be advanced to collect discrete groundwater samples. Groundwater samples <br /> will be collected using a hydropunch, or similar technology, by lowering a stainless steel or <br /> Teflon bailer into accumulated groundwater in the borehole, then retrieving and transferring <br /> the water into laboratory supplied containers. The groundwater sample containers will be <br /> placed on ice for transport to the laboratory accompanied by chain-of-custody <br /> documentation. Down-hole boring and sampling equipment will be steam-cleaned prior to <br /> and following the completion of the soil boring. Down-hole sampling equipment will be <br /> washed in a tri-sodium phosphate or AlconoxTM solution between samples. <br /> Laboratory Procedures <br /> Groundwater samples collected will be analyzed for the presence of TPHg and methanol by <br /> EPA Method 8015, BTEX, MtBE, EtBE, DIPE, TAME, TBA, EDB, 1,2 DCA, and ethanol <br /> by EPA Method 8260B. <br />
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