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ARCHIVED REPORTS_XR0008379
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545583
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ARCHIVED REPORTS_XR0008379
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Last modified
10/10/2020 10:40:53 PM
Creation date
3/18/2020 4:56:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008379
RECORD_ID
PR0545583
PE
3528
FACILITY_ID
FA0003732
FACILITY_NAME
99 SHELL*
STREET_NUMBER
7700
STREET_NAME
MORELAND
STREET_TYPE
ST
City
STOCKTON
Zip
95212
APN
13003010
CURRENT_STATUS
02
SITE_LOCATION
7700 MORELAND ST
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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1.0 METHODS <br /> ' <br /> 11 Soil Sampling and Contamination Reduction <br /> Soil borings and soil sampling were performed under the direction of a Delta engineer or geologist The <br /> soil bonngs were advanced using a truck-mounted drill ng utilizing hollow-stem augers <br /> To reduce the chances of cross-contamination between boreholes, all downhole drilling equipment was <br /> ' steam-cleaned between each boring To reduce cross-contamination between samples, the split-barrel <br /> I <br /> sampler will be washed in a soap solution and double-nnsed between each sampling event <br /> Soil sampling was done in accordance with ASTM 1586-84 Using the procedure, a 2-inch outside-diameter <br /> split-barrel sampler or a 2-inch inside-diameter California-type sampler was driven into the soil by a 140- <br /> point weight falling 30 inches After an initial set of 6 inches, the number of blows required to drive the <br /> sampler an additional 12 inches is recorded The number of blows required to drive the sampler is known <br /> ' as penetration resistance, or the "N" value The N value is used as an empirical measure of the relative <br /> density of cohesionless soils and the consistency of cohesive soils <br /> 1 <br /> Upon recovery, a portion of the soil sample was placed into a glass jar and sealed for later screening with <br /> a phototonuation detector {PID) Another portion of the soil sample was used for classification and <br /> description That part of the soil sample collected in brass tubes with the Californta-type sampler was stored <br /> ' at approximately 4°C for transport to the laboratory <br /> 1.2 Soil Classification <br /> ' As the samples were obtained in the field,they were classified by the crew chief/geologist in accordance with <br /> ASTM D2488-84 Representative portions of the samples were then retained for further examination and <br /> ' for verification of the field classification Logs of the borings indicating the depth and identification of the <br /> various strata, the N value, water-level information and pertinent information regarding the method of <br /> ' maintaining and advancing the borehole was made in the field during drilling activities <br /> 13 Soil-Sample Screening(PID Method <br /> After soil sample jars were brought to room temperature, the headspace vapors of the soil sample jars were <br /> screened with a PID, equipped with a 10 2 eV lamp calibrated to benzene for direct reading in ppm The <br /> sample jar lid was opened and the hNu probe was immediately placed through the foil cap within the head- <br /> space of the jar The highest observed reading was recorded in the field notebook. <br /> 1 <br />
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