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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0508442
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COMPLIANCE INFO
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Last modified
2/10/2020 8:38:16 AM
Creation date
2/10/2020 8:30:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0508442
PE
2950
FACILITY_ID
FA0008078
FACILITY_NAME
CALIFORNIA HIGHWAY PATROL #265
STREET_NUMBER
3330
Direction
N
STREET_NAME
AD ART
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08710003
CURRENT_STATUS
01
SITE_LOCATION
3330 N AD ART RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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APPENDIX A <br /> GENERAL FIELD PROCEDURES <br /> A description of the general field procedures used during site investigation and monitoring activities is <br /> presented below. For an overview of protocol, refer to the appropriate section(s). <br /> DRILLING AND SOIL SAMPLING <br /> Soil borings were advanced using a truck-mounted Geoprobe�m rig. Borings that were not completed <br /> as monitoring wells were grouted to the ground surface with a cement slurry, which was placed in each <br /> boring using a tremie pipe. <br /> Soil samples were obtained for soil description, field hydrocarbon vapor screening, and possible <br /> laboratory analysis. Soil samples were retrieved from the borings by one of two methods: <br /> 1)continuously, using a 1 and 3/4-inch diameter 4-foot-long, continuous-core macro core sampler <br /> lined with acetate or brass sleeves, or; 2) at specific intervals using an 1-inch diameter 2-foot-long, <br /> continuous-core micro core sampler lined with acetate or brass sleeves , each advanced into the soil <br /> with a weighted or vibrating hammer. <br /> During drilling activities, soil adjacent to the laboratory sample is screened for combustible vapors <br /> using a combustible gas indicator (CGI) or equivalent field instrument. For each hydrocarbon vapor <br /> screening event, a 6-inch-long by 2.5-inch-diameter sample insert is filled approximately 1/3 full with <br /> the soil sample, capped at both ends, and shaken. The probe is then inserted through a small opening in <br /> the cap, and a reading is taken after approximately 15 seconds and recorded on the boring log. The <br /> remaining soil recovered is removed from the sample insert or sampler, and described in accordance <br /> with the Unified Soil Classification System. For each sampling interval, field estimates of soil type, <br /> density/consistency, moisture, color, and grading were recorded on the boring logs. <br /> SOIL SAMPLE HANDLING <br /> Upon retrieval, soil samples were immediately removed from the sampler, sealed with Teflon sheeting <br /> and polyurethane caps, and wrapped with tape. Each sample is labeled with the project number, <br /> boring/well number, sample depth, geologist's initials, and date of collection. After the samples have <br /> been labeled and documented in the chain of custody record, they were placed in a cooler with ice at <br /> approximately 4 degrees Celsius (°C) prior to and during transport to a state-certified laboratory for <br /> analysis. Samples not selected for immediate analysis may be transported in a cooler with ice and <br /> archived in a frostless refrigerator at approximately 4°C for possible future testing. <br />
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