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ARCHIVED REPORTS XR0007683
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3500 - Local Oversight Program
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PR0544653
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ARCHIVED REPORTS XR0007683
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Last modified
7/11/2019 7:09:31 PM
Creation date
7/11/2019 2:46:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007683
RECORD_ID
PR0544653
PE
3528
FACILITY_ID
FA0004695
FACILITY_NAME
BRIDGESTONE/FIRESTONE #3573
STREET_NUMBER
400
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95201
APN
13907009
CURRENT_STATUS
02
SITE_LOCATION
400 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I)RILT TNCT AND SnII. SAMPLING <br /> QST will drill the soil borings using a track-mounted, continuous-flight hollow-stem auger drill <br /> ng The drill ng is owned and operated by a drilling company possessing a valid State of <br /> California C-57 license The borings will be drilled under the direct supervision and guidance of <br /> an experienced QST geologist. Prior to drilling, all bonngs will be cleared with a hand auger to <br /> a depth of approximately 5 feet. During drilling, the geologist logs each boring in accordance <br /> with the Unified Soil Classification System, noting soil color, relative density or stiffness, <br /> moisture content, odor (if obvious), and organic content (if present). All observations are <br /> recorded by the geologist on geologic boring logs <br /> During drilling, soil samples are collected at select intervals by driving a modified California split- <br /> spoon sampler, lined with new, thin-walled brass sleeves, through the center of and ahead of the <br /> hollow-stem augers In this way, a relatively undisturbed soil sample core is collected in the brass <br /> sleeves The brass sleeves are 1 5 inches in diameter and 6 inches in length. The sampler is <br /> driven by a hydraulic hammer placed onto rods attached to the top of the sampler. Soil sample <br /> depth intervals are recorded by the geologist on the boring logs The brass sleeve containing the <br /> sample for laboratory analysis is covered at each end with Teflon sheeting, then with plastic end <br /> caps, and the end caps are sealed to the sleeve using organically inert duct tape that is free of any <br />' volatile organic compounds (VOCs) Finally, each sample is labeled, placed in cold storage, and <br /> transported, according to proper chain-of-custody procedures, to a state-certified laboratory for <br /> analysis <br /> A portion of the remaining soil in the sampler is laced in a clean lass jar with a screw-type hd <br /> Po g P P g J tYP <br /> and set in direct sunlight to enhance the volatilization of any VOCs present in the soil After <br />' approximately 15 minutes the sample is screened for VOCs using a photoromzation detector <br /> (PID), and the PID measurements are noted on the boring logs The PID provides qualitative data <br /> for use in selecting samples for laboratory analysis <br /> All soil sampling equipment is cleaned between each sample collection event using an approved <br /> detergent and tap water solution followed by a tap water rinse Additionally, the drilling and soil <br /> sampling equipment is cleaned between borings to prevent cross-contamination The augers will <br /> be steam-cleaned pnor to arrival on site. All soil cuttings generated during drilling and sampling <br />' will be collected and contained on site in wooden bins lined with vnsqueen pending laboratory <br /> analysis and proper disposal or recycling <br /> The bonngs will be typically terminated upon penetrating a saturated soil horizon or when a <br /> predetermined interval of soil containing no evidence of contamination is penetrated This <br /> predetermined interval is typically based upon site-specific regulatory or client guidelines As part <br /> of the workplan for this investigation, QST stated that groundwater samples would be collected <br /> if groundwater was found <br /> Once groundwater is found, QST will dell approximately 5 feet deeper and set a temporary 1- <br /> inch-diameter PVC groundwater monitoring well while raising the augers to expose the slotted <br /> portion of the casing A groundwater sample is collected by lowering a disposable polyethylene <br />
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