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ARCHIVED REPORTS_SEPARATE PHASE HYDROCARBON INVESTIGATION UNOCAL EXTRACTION WELL PILOT STUDY 2011
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ARCHIVED REPORTS_SEPARATE PHASE HYDROCARBON INVESTIGATION UNOCAL EXTRACTION WELL PILOT STUDY 2011
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Last modified
2/13/2020 6:26:46 PM
Creation date
2/13/2020 2:35:54 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
SEPARATE PHASE HYDROCARBON INVESTIGATION UNOCAL EXTRACTION WELL PILOT STUDY 2011
RECORD_ID
PR0009302
PE
2960
FACILITY_ID
FA0004002
FACILITY_NAME
MORTON-ALCO
STREET_NUMBER
55
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13737004
CURRENT_STATUS
01
SITE_LOCATION
55 S LINCOLN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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• FIELD AND LABORATORY PROCEDURES <br /> Cone Penetrometer Testing (CPT) <br /> The CPT method consists of advancing a cone-tipped cylindrical probe (1.7 inches-in- <br /> diameter) into the ground while simultaneously measuring resistance to the penetration. <br /> The CPT method evaluates soil stratigraphy/lithology by comparing the force (cone bearing <br /> pressure) required to advance the probe (Qt) to the friction ration (Rf). The Rf equals sleeve <br /> friction [Fs] divided by the probe tip load, times the penetration pore pressure [Ud]. <br /> Computer generated CPT logs are plotted in the field to provide a graphical log of <br /> subsurface soil stratigraphy/lithology. A CPT test data report, including logs of the CPT <br /> technique, is submitted with the final report. CPT testing is performed in accordance with <br /> American Society of Testing and Materials (ASTM) Method D 5778-95 (Reapproved 2000). <br /> The CPT is performed inside a grout collar installed at the ground surface. The grout collar <br /> allows the CPT contractor to backfill the boring as the steel rods are retracted from the hole <br /> to help prevent cross-contamination of water bearing zones through an open borehole. <br /> Each boring is backfilled to surface grade. Grout mix used to backfill the boring is Portland <br /> cement, mixed at a ratio of 6 gallons of water per 94 pounds of cement. A concrete or <br /> asphalt patch is placed over the borehole where applicable. <br /> Ultraviolet Optical Screening Tool <br /> • Dakota Technologies Laser-Induced Fluorescence/Ultravioloet Optical Screening Tool (UVOST) <br /> system will be used for this investigation to screen soils for petroleum hydrocarbon constituents. <br /> The system consists of a tunable laser mounted in the CPT truck that is connected to a down- <br /> hole sensor. The down-hole sensor consists of a small sapphire window mounted flush with the <br /> side of the cone penetration probe. The laser and associated equipment transmits pulses of <br /> light to the sensor through a fiber optic cable. The wavelength of the pulsed excitation light is <br /> tunable and can be set to wavelengths of 266 (nm) or to wavelengths between 280 and 300 nm. <br /> The laser light passes though the sapphire window and conveyed to a detection system within <br /> the CPT rig. The emission data resulting from the pulsed laser is averaged into one reading per <br /> one-second interval (Approximately one reading per 2 cm vertical continuous intervals). <br /> For this project, UVOST will be operated in multi-wavelength mode (MWL). MWL mode emits <br /> fluorescence at four monitoring wavelengths (350, 400, 450, and 500 nm). These four <br /> wavelengths cover a color range of light produced by light fuels to heavy contaminants when <br /> exposed to excitation light. The relative percentage of fluorescence measured at each <br /> monitoring wavelengths is plotted continuously on the UVOST logs as four continuous "color <br /> bands." The width of the color bands represents the relative percentage of the contaminant. <br /> By comparing the relative percentage ratios of field data to those created by reference <br /> standards, interpretations of product type can be made. Relative concentration estimates are <br /> based on the intensity of the fluorescence. <br /> 30 <br />
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