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FIELD DOCUMENTS_FILE 2
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PR0503286
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FIELD DOCUMENTS_FILE 2
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Last modified
1/17/2020 4:57:44 PM
Creation date
1/17/2020 2:10:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 2
RECORD_ID
PR0503286
PE
2953
FACILITY_ID
FA0005766
FACILITY_NAME
MOBIL OIL BULK PLANT
STREET_NUMBER
500
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25027008
CURRENT_STATUS
01
SITE_LOCATION
500 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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La � %M101 <br /> GENERAL FIELD PROCEDURES <br /> A description of the general field procedures used during site investigation and monitoring activities is <br /> ,r presented below. For an overview of protocol, refer to the appropriate section(s). <br /> DRILLING AND SOIL SAMPLING <br /> Soil borings are drilled using continuous-flight, hollow-stem augers. Borings that are not completed as <br /> monitoring wells are grouted to within 2 feet of the ground surface with a cement/bentonite slurry. <br /> +• The remaining 5 feet is filled with concrete. <br /> Soil samples are obtained for soil description, field hydrocarbon vapor screening, and possible <br /> '- laboratory analysis. Soil samples are retrieved from the borings by one of two methods: 1) <br /> continuously, using a 5-foot-long, continuous-core barrel sampler advanced into the soil with the lead <br /> auger; sample tubes are driven into the core with a mallet, or 2) at 2.5- or 5-foot intervals, using a <br /> standard split-spoon sampler lined with four 1.5-inch-diameter stainless steel or brass sample inserts. <br /> The split-spoon sampler is driven approximately 18 inches beyond the lead auger with a 140-pound <br /> NOW hammer dropped from a height of 30 inches. <br /> For hand auger borings and hand-held, power-driven auger borings, soil samples are retrieved using a <br /> w.. <br /> hand-driven slide hammer lined with a 1.5-inch-diameter stainless steel sample tube. <br /> During drilling activities, soil adjacent to the laboratory sample is screened for combustible vapors <br /> using a combustible gas indicator (CGI) or equivalent field instrument. For each hydrocarbon vapor <br /> screening event, a 6-inch-long by 2.5-inch-diameter sample insert is filled approximately 1/3 full with <br /> the soil sample, capped at both ends, and shaken. The probe is then inserted through a small opening in <br /> �.. the cap, and a reading is taken after approximately 15 seconds and recorded on the boring log. The <br /> remaining soil recovered is removed from the sample insert or sampler, and described in accordance <br /> with the Unified Soil Classification System. For each sampling interval, field estimates of soil type, <br /> +- density/consistency, moisture, color, and grading are recorded on the boring logs. <br /> SOIL SAMPLE HANDLING <br /> Soil sample handling follows the same basic protocol for both drilling and excavation activities. Upon <br /> retrieval, soil samples are immediately removed from the sampler, sealed with Teflon sheeting and <br /> `" polyurethane caps, and wrapped with tape. Each sample is labeled with the project number, <br /> - boring/well number, sample depth, geologist's initials, and date of collection. After the-samples have <br /> L. been labeled and documented in the chain of custody record, they are placed in a cooler with ice at <br /> approximately 4 degrees Celsius (°C) prior to and during transport to a state-certified laboratory for <br /> L. <br />
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