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ARCHIVED REPORTS XR0012563
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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620
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0012563
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Entry Properties
Last modified
3/5/2019 1:33:30 AM
Creation date
3/4/2019 2:42:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012563
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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LL <br /> y <br /> 1.[1NfEMO DS <br /> 1). Soil Sampling and Contamination Reduction <br /> Soil borings ari soil sampling were performed under the direction of a Delo engineer or geologist. <br /> The soil borings were advanced using a track-mounted hollow-stern auger drill rig. <br /> TO reduce the chances of cress-contamination between boreholes, all downhole drilling equipment was <br /> steamed-cleaned bea;een each boring. To reduce crass-ccomminatiaa between samples, the split-ba.-sel <br /> samuler wet washed in a soap solution and double-rinsed between each sampling event. <br /> Soil sampling was done in acc'ardance with ASTM 1586-84. Using this procedure, a 2-in-h -:!;.,side- <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 to <br /> drive the sampler an additional 12 inches is Imown as penetration resistance, or the W value. 'phe N <br /> value is used as an empiri_,al measure of the relativa dens;ty c:cohesionless soils and the consistency of <br /> cohesive soils- <br /> Upon recovery,a portion of tle soil sample;vas placed in a glass jar and sealed for later saeenfng with <br /> a Photaioaimdon detector. Another portion of the soil sample was used for dasdfrcation and description. <br /> That part of the soil sample cotltcted in brass tubes within the Calitotaia-type sampler was stored at <br /> approximately 41C 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 chia geo'.ogist in accordance <br /> with the UnW,3d Soil CiassiEcation System (USC;). Reprr_tentative portiow; Of the samples were thy& <br /> ~ retained for further examination and for verifimticn of the Geld classification. Logs of each boring <br /> indicating the death and identification of the various strata, the K value, and perrnent iaforznatioa <br /> regarding the method of razintaining and advancing the borehole were made- <br /> 13 Soil So to Screenin Nu_Portabie Photatanization Detector iiethod <br /> After soil:ampler placed in plastic bags were brought to ambient temperature. the headspace vapors of <br /> the soil sample jars were screened with a portable phatoianization detecto,equipped with a 10.2 cV lamp <br /> calibrated to benzene. The sanple jar lid will be opened and the detector- probe immediately placed <br /> vithin the 'pace of the jar. The highest obser reading was then recorded. <br />
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