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SITE HISTORY_FILE 2
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545003
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SITE HISTORY_FILE 2
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Last modified
11/27/2019 11:01:22 AM
Creation date
11/27/2019 10:58:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
FileName_PostFix
FILE 2
RECORD_ID
PR0545003
PE
3526
FACILITY_ID
FA0002324
FACILITY_NAME
Pacific Service Station
STREET_NUMBER
6131
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09746418
CURRENT_STATUS
02
SITE_LOCATION
6131 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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1.0 METHODS <br /> 1 1 Soil Sampling <br /> Soil borings and soil sampling will be performed under the <br /> direction of an Aegis engineer or geologist. The soil borings <br /> will be advanced using a truck-mounted hollow-stem auger drilling <br /> rig. <br /> To reduce the possibility of cross-contamination between bore- <br /> holes, all downhole drilling equipment will be steamed cleaned <br /> between each boring. To reduce cross-contamination between <br /> samples, the split-barrel sampler will be washed in a soap <br /> solution and double-rinsed between each sampling event. <br /> Soil sampling will be done in accordance with ASTM 1586-84 . Using <br /> this procedure, a two-inch O.D. split-barrel sampler or a two- <br /> inch I.D. California-type sampler is driven into the soil by a <br /> 140-pound weight falling 30 inches. After an initial set of 6 <br /> inches, the number of blows required to drive the sampler an <br /> additional 12 inches is known as penetration resistance, or the <br /> "N" value. The N value is used as an empirical measure of the <br /> relative density of cohesionless soils and the consistency of <br /> cohesive soils. <br /> Upon recovery, a portion of the soil sample will be placed into a <br /> glass jar and sealed for later screening with a photoionization <br /> detector. Another portion of the soil sample will be used for <br /> classification and description. That part of the soil sample <br /> collected in a brass tube within the California-type sampler will <br /> be stored at approximately 4 C for transport to the laboratory. <br /> 1.2 Soil Classification <br /> As the samples are obtained in the field, they are classified by <br /> the geologist in accordance with the Unified Soil Classification <br /> System (USCS) . Representative portions of the samples are then <br /> returned to the laboratory for further examination and for <br /> verification of the field classification. Logs of the borings <br /> indicating the depth and identification of the various strata, <br /> the N value, and pertinent information regarding the method of <br /> maintaining and advancing the borehole are also made. <br /> 1.3 Soil Sample Screening Portable Photoionization Detector <br /> Method <br /> After soil sample jars have been brought to ambient temperature, <br /> the head space of the soil sample jars will be screened with a <br /> portable photoionization detector equipped with a 10. 2 eV lamp <br /> calibrated to benzene for direct reading in ppm. The sample jar <br /> lid will be opened and the detector probe immediately placed <br /> within the head space of the jar. The highest observed reading <br /> will be recorded. <br />
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