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ARCHIVED REPORTS_XR0012567
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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LOWER SACRAMENTO
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7910
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3500 - Local Oversight Program
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PR0545441
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ARCHIVED REPORTS_XR0012567
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Entry Properties
Last modified
3/9/2020 8:33:00 PM
Creation date
3/9/2020 3:24:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012567
RECORD_ID
PR0545441
PE
3528
FACILITY_ID
FA0003733
FACILITY_NAME
NORTH SIDE SHELL
STREET_NUMBER
7910
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
Zip
95210
APN
07949006
CURRENT_STATUS
02
SITE_LOCATION
7910 LOWER SACRAMENTO RD
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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__ _ _ _g __ <br /> -s <br /> 1.0 hMODS <br /> 1.1 Soli Samnlfne and ContarnfnatEon Reduction <br /> Soil borings and soil sampling was performed under the direction of a Delta engineer or geologist. The <br /> soil borings were advanced using a truck-mounted drill rig utilizing hollow-stem augers. <br /> To reduce the chances of cross contamination between boreholes,all down-hole drilling equipment were <br /> cleaned between each soil boring. To reduce cross contamination Between samples, the split-barrel <br /> sampler was washed in a soap solution and double,rinsed Between each sampling event. <br /> Soil sampling was done in accordance with ASTM 1586.84. Using this procedure, a 2-inch outside- <br /> `"" diameter split-barrel sampler or a 2-inch inside-diameter California-type sampler is driven into the soil by <br /> a 140-pound weight falling 30 Inches. After an initial set of 6-inches, the number of blows required io <br /> drive the sampler an additional 12 inches is known as penetration resistance, or the 'N' value. The N <br /> r value is used as an empirical measure of the relative density of cohesionless soils and the consistency of <br /> I cohesive soils. <br /> y � <br /> .tea i <br /> Upon recovery,a portion of the soil sample was placed into a glass lar and sealed for later screening <br /> with a photoionisation detector (PID). Another portion of the soil sample was used for classification <br /> r and description. That part of the soil sample collected in brass tubes within the California-type sampler <br /> i ' was stored at approximately 4oC for transport to the laboratory. <br /> I.2_Sofl Classlflcatfon <br /> Ems+ As the samples are obtained in the field, they were classified by u'e rrew chief/geologist in accordance <br /> r with ASTMONN-84. Representative portions of the samples were returned to the laboratory for further <br /> ' examination and for verification of the field classification. Logs of the borings indicating the depth and <br /> i� <br /> r identification of the various strata, the N value, water-level information and pertinent information <br /> r <br /> r regarding the method of maintaining and advancing the bore hole were made. <br /> W <br /> 13 Soil-Sample SarmnlngfhNu PhOLMOMplion Detector Method <br /> t �» After soil-sample jars have been brought to room temperature, the head-space vapors of the soil-sample <br /> t <br /> "? jars were screened with an hNu photoionization detector equipped with a 10.2 eV lamp calibrated to <br /> benzene for direct-reading-in_parts-per-million-(ppm).-The sample jar lid-will be opened-and-the-hNu - `- T- <br /> probe immediately placed within the head space of the jar. The highest observed reading was recorded. <br /> o <br /> 3 <br /> y <br />
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