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ARCHIVED REPORTS XR0001282
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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C
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CENTER
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205
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3500 - Local Oversight Program
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PR0544173
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ARCHIVED REPORTS XR0001282
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Entry Properties
Last modified
2/25/2019 2:02:58 PM
Creation date
2/25/2019 10:44:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001282
RECORD_ID
PR0544173
PE
3528
FACILITY_ID
FA0003613
FACILITY_NAME
ARCO STATION #4493*
STREET_NUMBER
205
Direction
N
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13909003
CURRENT_STATUS
02
SITE_LOCATION
205 N CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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3arrel is then secured to the bottom of the conduit to the bottom of the boring, it is an <br /> hive casing. An additional three-foot section Tp WINCH ideal tremie pipe. For grouting shallow <br /> r----- <br />)f sing is attached at the surface, NITROGEN borings, a bentonite orcement-bentonite <br /> ollowed by re-attachment of the drive head. CYLINDER slurry is poured into the drive casing from <br /> rhe sample barrel and drive casing are the ground surface as the casing is re- <br />;imultaneously advanced three more feet, tracted. Grouting as the drive casing is <br /> Ind then the sample barrel is again de- retracted is referred to as"retraction <br /> coupled and removed from the drive casing. grouting"and is preferred by most state and <br /> chis process is repeated until the desired SUSPEN SIONr local regulatory agencies. In deeper <br /> iepth is reached. CABrfTI°N borings, retraction grouting is accomplished <br /> by pumping grout to the bottom of the boring <br /> Small-diameter single-or multi-level piezom- through polyethylene tubing placed inside of <br /> iters, monitoring wells, air sparging points, DERIIVEACASiNG the drive casing. The grout slurry is pumped <br /> and soil vapor extraction (SVE)wells can be as the drive casing is pulled back, ensuring a <br /> nstalled in the probe holes as the Enviro INFLATABLE high-quality seal. <br />:Are drive casing is withdrawn. PACKER <br /> (COUPLES <br /> BSAMPLE <br /> ARREL Tp REFERENCE- <br /> 3robe holes that are not converted to DRIVE (1) Einarson, Murray D. 1995. Enviro- <br /> nonitoring or remediation devices need to be COreO-A New Direct-Push Technology for <br />>ealed in accordance with state and local COUPLER Collecting Continuous Soil Cores, in <br />-egutations to prevent contaminant migration. Proceedings of Ninth National Outdoor <br /> Jkfter the last soil core has been collected Action Conference & Exposition, May 2-4, <br /> and the sample barrel has been removed, 1995, Las Vegas, Nevada. pp 419-433. <br /> only drive casing remains in the ground. <br /> Sin a drive casing provides an open <br /> Figure 3-Packer used to couple <br /> inner barrel to outer drive casing <br /> ADVANTAGES OF ENVIRO-CORL-V <br /> ■ Drive casing prevents probe hole from collapsing ■ Can collect depth-discrete soil gas samples <br /> between sampling runs <br /> ■ Can collect groundwater samples with bailer or <br /> ■ Eliminates cross-contamination of soil samples bladder pump <br /> ■ Facilitates rapid continuous soil coring IN Can install single or multi-level monitoring wells <br /> ■ Allows efficient"discrete sampling"of specific IN Can install sparge points or other remediation <br /> depth intervals devices <br /> ■ Collects soil cores as large as 2.6-inches in IN No deflection of probe rods as with other smatter- <br /> diameter for chemical or geotechnical analyses diameter DP systems <br /> ■ Collects soil cores in stainless steel sleeves, ■ Facilitates geophysical logging in a cased hole <br /> clear plastic liners, split-barrels, or thin-walled <br /> tubes ■ Allows reliable retraction grouting through the <br /> drive casing <br /> ■ Rugged components allow deeper sampling than <br /> with other direct push systems 0 Ideal for geotechnical investigations <br />
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