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3500 - Local Oversight Program
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PR0545892
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Last modified
7/22/2020 1:52:40 PM
Creation date
7/22/2020 1:47:19 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545892
PE
3528
FACILITY_ID
FA0003601
FACILITY_NAME
ARCO STATION #826951*
STREET_NUMBER
130
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205-5561
APN
15502064
CURRENT_STATUS
02
SITE_LOCATION
130 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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APPENDIX A <br /> EXPLORATORY BORING AND WELL INSTALLATION PROCEDURES <br /> The general procedures used in site assessments for drilling exploratory borings, collecting <br /> samples, and installing monitoring wells are described in this appendix. These general <br /> procedures are used to provide consistent and reproducible results; however, conditions may <br /> exist where variations of these procedures are applicable. The following procedures are <br /> supervised by a California state-registered geologist. <br /> Exploratory Soil Borings <br /> Exploratory soil boring will be drilled using 10-inch-diameter, continuous-flight, hollow-stem <br /> auger drilling equipment. Soil samples for logging will be obtained from auger-return materials <br /> and by advancing a modified California split-spoon sampler equipped with brass or stainless steel <br /> liners into undisturbed soil beyond the tip of the auger. Soils will be logged by an IT geologist <br /> according to the Unified Soil Classification System and standard geological techniques. <br /> The soil sampling equipment will be cleaned with a detergent water solution, rinsed with clean <br /> water, and equipped with clean liners between sampling intervals. Augers and samplers will be <br /> steam cleaned between each boring to reduce the possibility of cross contamination. Steam <br /> cleaning effluent will be contained in 55-gallon drums and temporarily stored on site. <br /> Drill cuttings generated during the drilling procedure will be stockpiled on site. Stockpiled drill <br /> cuttings will be placed on and covered with plastic sheeting. The stockpiled soil will be <br /> characterized by collecting and analyzing composite samples from the stockpile. Based upon the <br /> analytical results, the stockpiled soil will be transported to a designated facility. <br /> Soil samples for chemical analysis will be collected in brass or stainless steel liners, sealed with <br /> Teflon tape and plastic end caps, labeled, placed on ice, and delivered to a state-certified <br /> analytical laboratory, along with the appropriate chain-of-custody documentation. Soil samples <br /> selected for chemical analysis will be determined from a head-space analysis using a hand-held <br /> photoionization detector (PID). The soil will be placed in a plastic baggie, sealed, and placed in a <br /> warm atmosphere. After approximately 15 minutes, which is generally sufficient for volatiles to <br /> escape from the soil, the PID probe will be inserted into the plastic baggie. The total volatile <br /> hydrocarbons present are detected by the PID and reported in parts per million (ppm). The PID <br /> will be calibrated to an isobutylene standard. <br /> Sac1N:ICamPk\DataWchivc\Arco15469uieports15469p103.doc-95 ft:1 IT Corporation <br /> A-1 02/28/00 <br />
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