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ARCHIVED REPORTS_XR0006057
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0545610
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ARCHIVED REPORTS_XR0006057
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Entry Properties
Last modified
9/29/2020 10:15:30 PM
Creation date
4/24/2020 4:21:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006057
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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SJGOV\sballwahn
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EHD - Public
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I r A <br /> ' 30 August 2004 <br /> AGE-NC Project No 99-0592 <br /> Page 8of13 <br /> of Paramount, a State of California Department of Health Services (DHS)-certified laboratory <br /> (#2424) All samples were analyzed for <br /> TPH-g and TPH-d in accordance with EPA Method 8015-Modified, and <br /> - BTEX and the fuel additives di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), <br /> MTBE, TAME, TBA, methanol, ethanol, 1,2 dibromoethane (EDB) and 1,2-DCA in <br /> accordance with EPA Method 8260B <br /> 4 <br /> All rinseate generated during drilling activities was containerized in properly labeled DOT-approved <br /> 55-gallon drums and stored on-site in an area lacking public access The twin soil boring was <br /> backfilled over the entire depth with a portland cement grout mix <br /> I - <br /> 5.0. FINDINGS <br /> The computer-generated CPT lithologic logs were integrated with previous subsurface soil <br /> descriptions to construct the subsurface geological model, the hydrocarbon impact to ground water <br /> and soil was quantified by laboratory analysis of the grab ground water and soil samples, as <br /> lie presented below <br /> 51 STRATIGRAPHY <br /> Based on the findings from the CPT soil soundings,cross section A-A'was updated to depict general <br /> lithology beneath the site (Figure 4) Cross sections B-B' (Figure 5) and C-C' (Figure 6) show the <br /> lithology in other areas beneath the site along the lines of section shown on Figure 2 <br /> Dominantly fine-grained soil consisting of clay,clayey silt,silty clay and stiff fine-grained soils were <br /> encountered at depths from the near surface to approximately 57 feet bsg Significant sand units with <br /> variable gravel were encounteredT from 57 feet bsg to 67 feet and 82 to 85 feet bsg Thin layers of '7 5�' <br /> sand were encountered at 78 feet and 80 fee Between the two main sand layers, t e soil was <br /> predominantly silt and sandy silt Below 85 feet bsg, clayey silt and stiff fine-grained soils were .,� ` <br /> primarily encountered CPT,computer-generated boring logs are included in Appendix D 1p* <br /> 5 2 HYDROGEOLOGICAL MODEL <br /> Based on the CPT results, AGE has developed a preliminary subsurface model of the site sediment <br /> stratigraphy comprised of six informal zones a vadose (unsaturated) zone and five hydrological <br /> units Hydrological units may be defined as significant vertical intervals of soil having significant <br /> I. Advanced GeoEnviron mental,Inc <br /> 4 <br /> I} <br />
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