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ARCHIVED REPORTS_XR0005885
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PR0545610
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ARCHIVED REPORTS_XR0005885
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Entry Properties
Last modified
9/24/2020 1:16:33 AM
Creation date
4/24/2020 4:10:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005885
RECORD_ID
PR0545610
PE
2952
FACILITY_ID
FA0003920
FACILITY_NAME
JKC TRUCKING INC
STREET_NUMBER
3400
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3400 NEWTON RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' 25 November 2001 A <br /> AGE-NC Project No 99-0592 <br />' Page 2 of 6 ' <br /> i <br />' the sampler over each 6-inch increment of the 18-inch sampling interval was recorded on,the boring <br /> logs Sampling equipment was washed in an Alconox solution and rinsed with water prior to each <br /> sampling run to minimize cross-contamination <br />' To preserve each collected sample, both ends of the leading or other selected sleeve were covered <br /> with Teflon sheets, capped and sealed with tape The samples were labeled, stored on ice and <br />' transported under chain-of-custody to McCampbell Analytical, Inc (MAI), a State of California <br /> Department of Health Services (DHS)-certified analytical laboratory <br />' 2 2 LOGGING <br /> OG G <br /> iSoil was extruded from a second brass sleeve and was screened for the presence of organic vapor <br /> using an organic vapor meter (OVM) equipped with a photo-ionization detector (PID Thermo <br /> Environmental 580A, 10 0 eV, calibrated to isobutylene), and the OVM readings were recorded on <br /> the boring log The soil was then visually described in accordance with the Unified Soil <br /> Classification System (see Appendix A) <br /> 1* <br /> 2 3 WELL AND BORING COMPLETION <br /> Pilot borings MW-2, MW-3 and MW-4 were completed as ground water monitoring wells using <br /> two-inch diameter PVC casing with 0 020-inch slotted screen installed from approximately 75 feet <br /> to 55 feet bsg and with blank casing extended to the surface The filter pack (No 3 Lonestar sand) <br /> was installed from 75 feet to approximately 53 feet bsg A nominal 2-foot bentonite chip plug was <br /> then installed above the filter pack and hydrated The wells were then grouted to near surface grade <br /> with portland cement Water-tight, traffic-rated well boxes were then installed over the wells <br /> ' As-built well diagrams are depicted on the boring logs in Appendix A <br /> I r <br /> Ir 2 4 LABORATORY ANALYSES OF SOIL SAMPLES <br /> Selected soil samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel(TPH-g) in accordance with <br /> EPA Method 8015 Modified, <br /> i <br /> • Volatile aromatic hydrocarbons-benzene,toluene, ethylbenzene and total xylenes (BTEX) <br /> and methyl tertiary-butyl ether(MTBE) in accordance with EPA Method 8020, <br /> Advanced GeoEnvironmental,Inc <br /> i i <br />
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