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COMPLIANCE INFO_1991-1997
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440001
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COMPLIANCE INFO_1991-1997
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Last modified
7/7/2021 10:53:56 AM
Creation date
7/3/2020 10:39:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1991-1997
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sfrench
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1991-1996.tif
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EHD - Public
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A -J <br />The standard operating procedures for drilling and soil sampling, installation of monitoring <br />wells, monitoring well development, groundwater sampling, decontamination, hydrologic data <br />collection and evaluation, sample handling and chain -of -custody, laboratory quality <br />assurance/quality control, and disposal of rinsate and soil cuttings, are described in this <br />appendix. The following procedures are supervised under the direction of a California <br />registered geologist. <br />A-1 Drilling and Soil Sampling: Subsurface assessment permits will be filed with the San <br />Joaquin County Environmental Health Department (SJCDEH) before conducting field <br />operations. Underground Service Alert will be notified at least 48 hours prior to initiation <br />of field activities. <br />The soil borings will be drilled using a Central Mine Equipment Company 75 truck -mounted <br />drill rig equipped with 7 -5/8 -inch outside diameter, continuous -flight, hollow -stem augers. <br />Twining is a licensed drilling contractor under C-57 classification (Contractor's License No. <br />506159). The soil borings will be drilled under the direction of a Twining geologist. Soils <br />encountered during drilling will be logged consistent with the Unified Soil Classification <br />System. The soil boring logs will note soil types encountered at depth including consistency, <br />soil moisture, particle size, color, and other distinguishing features. <br />Soil samples will be retained using a 1 -1/2 -inch inside diameter split -spoon sampler. The <br />sampler will be lined with three six-inch long stainless steel or brass sleeves for containment <br />of the soil samples. Samples will be obtained by attaching the sampler to the drive rod, <br />followed by driving the sampler into undisturbed soil below the lead auger with a 140 -pound <br />hammer that is continuously dropped 30 inches until the sampler penetrates 18 -inches of <br />soil. The number of drops will be recorded for each six-inch increment the sampler is <br />driven into the soil and recorded on the field log of soil borings. The values for the bottom <br />two six-inch increments will be added together to obtain a standard penetration resistance <br />value for each sample. <br />Once the soil sample is brought to the surface, the bottom sleeve will be capped with <br />Teflon® tape, fitted with plastic caps, placed in a zip -lock plastic bag, and placed in a cooled <br />ice chest for subsequent transport to Twining's laboratory. This sleeve will either be <br />retained for laboratory analysis or stored temporarily. Soil retained in the two uppermost <br />sleeves and the shoe of the sampler will be transferred into a plastic bag, agitated to <br />enhance petroleum product volatilization, and field tested for organic vapors with a <br />photoionization detector (PID). The operation of the PID is explained below. <br />
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