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ARCHIVED REPORTS_XR0002006
EnvironmentalHealth
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0002006
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Last modified
1/29/2020 12:36:22 PM
Creation date
1/29/2020 11:44:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002006
RECORD_ID
PR0505509
PE
2950
FACILITY_ID
FA0006824
FACILITY_NAME
BP STATION #11191
STREET_NUMBER
1469
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
08818030
CURRENT_STATUS
02
SITE_LOCATION
1469 E HAMMER LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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February 11, 1993 WorkingTo Restore Nature <br /> BP Oil Fauhty No 11191,Stockton,California <br /> foil Bgrtn-gs <br /> Before drilling, RESNA Industries notified Underground Service Alert of our intent to drill so that <br /> approximate locations of underground utility lines and structures could be marked We hand-augered <br /> each boring to a depth of approximately 5 feet below grade to attempt to locate underground structures <br /> The borings were drilled with a truck-mounted drill ng equipped with 8-inch-diameter and 10-inch- <br /> diameter, hollow-stem augers The drillers steam-cleaned the augers before drilling each boring to <br /> minimize the possibility of cross-contamination <br /> Soil Sampling in Borings <br /> Soil samples were collected at 5-foot intervals from the ground surface to the total depth of the borings <br /> The soil samples were collected by advancing the boring to a point immediately above the sampling <br /> depth, and then driving a California-modified, split-spoon sampler containing brass sleeves through the <br /> hollow stem of the auger into the relatively undisturbed soil. The sampler and brass sleeves were <br /> steam--cleaned or washed thoroughly with a laboratory-grade, non-phosphatic detergent and water before <br /> each use. The sampler was driven 18 inches with a standard 140-pound hammer repeatedly dropped 30 <br /> inches The number of blows required to drive the sampler each successive 6 inches was counted and <br /> recorded to evaluate the relative consistency of the soil <br /> During dulling, the geologist used a field photoionization detector (PID) to characterize the relative <br /> levels of hydrocarbons Field instruments such as the PID are useful for indicating relative levels of <br /> hydrocarbon vapors but do not detect the concentration of hydrocarbons present with the same precision <br /> as laboratory analyses One of the samples in brass sleeves not selected for laboratory analysis at each <br /> sampling interval was tested in the field using a PID This testing was performed by placing the intake <br /> probe of the PID against the soil after opening the brass container <br /> The soil samples selected for possible laboratory analysis were removed from the sampler and quickly <br /> sealed in their brass sleeves with aluminum foil, plastic caps, and aluminized duct tape. The respective <br /> sample containers were labeled in the field with the fob number, sample location and depth, and date and <br /> promptly placed in iced storage for transport to the laboratory Chain of Custody Records were initiated <br /> in the field by the geologist and accompanied the samples to a laboratory certified by the State of <br /> California to perform the analyses requested <br /> Legging of Borings <br /> ISoil cuttings and samples were identified using visual and manual methods, and classified according to <br /> the Unified Soil CIassification System Samples not selected for chemical analysis and the soil in the <br /> sampler shoe were extruded in the field and examined using visual and manual methods Logs include <br /> records of texture, color, moisture, plasticity, consistency, blow counts, and any other characteristics <br /> noted along with evidence for the presence of hydrocarbons such as soil staining, obvious product odor, <br /> and PID readings The borings were backfilled with a cement-bentonite slurry to ground surface <br /> 1705001 <br />
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