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ARCHIVED REPORTS_XR0009251
Environmental Health - Public
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PR0231735
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ARCHIVED REPORTS_XR0009251
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Last modified
5/8/2020 9:39:34 AM
Creation date
5/8/2020 9:25:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009251
RECORD_ID
PR0231735
PE
2381
FACILITY_ID
FA0003778
FACILITY_NAME
TRACY MARINE SALES
STREET_NUMBER
2353
STREET_NAME
TOSTE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
2353 TOSTE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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i 26 September 2000 <br /> AGE-NC Project No 96-0263 <br /> Page 4 of 10 <br /> 32 CPT DRLLLING AND SOIL SAMPLE COLLECTION <br /> AGE proposes to drill five CPT soil borings at the site as part of site assessment activities Proposed <br /> CPT soil boring locations are illustrated in Figure 2 <br /> Based on petroleum hydrocarbon and MTBE-impact encountered during the ongoing investigation, <br /> AGE proposes CPT soil borings in the following locations <br /> • Between 3 and 5 feet southwest of ground water monitoring well MW-6 to characterize <br /> lithology, potential contaminant migration pathways and to assess the vertical extent of <br /> petroleum hydrocarbon and MTBE-impactcd soil, <br /> • Between 45 and 55 feet west-southwest of ground water monitoring well MW-6 to <br /> characterize lithology, potential contaminant migration pathways and to assess the vertical <br /> extent of petroleum hydrocarbon and MTBE-impacted soil cross-gradient of the UST area, <br /> • Between 25 and 35 feet east of ground water monitoring well MW-6 to characterize lithology <br /> and potential contaminant migration pathways, <br /> • Between 100 and 110 feet northwest of ground water monitoring well MW-6 to characterize <br /> lithology and potential contaminant migration pathways, and <br /> • Between 50 and 60 feet southeast of ground water monitoring well MW-6 to characterize <br /> lithology and potential contaminant migration pathways <br /> The five CPT borings shall be advanced to approximately 60 feet bsg utilizing a 25-ton truck- <br /> mounted CPT drill rig equipped with 2-inch diameter hollow-stem rods, however, total depths of <br /> borings may vary according to hydrogeologic conditions encountered during drilling activities <br /> Soil samples will be collected at five-foot intervals beginning at 20 feet bsg and ending at 35 feet <br /> bsg Selected soil samples will be analyzed by a State of California Department of Health Services <br /> (DHS)-certified laboratory for the following constituents <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified, <br /> • Volatile aromatic compounds(benzene,toluene,ethyl-benzene and total xylenes BTEX)and <br /> methyl-tert-butyl ether(MTBE) in accordance with EPA Method 8020 and <br /> • Oxygenating fuel additives tertiary butyl alcohol (TBA), di-isopropyl ether(DIPE), MTBE, <br /> ethyl tertiary butyl ether (ETBE), tertiary amyl methyl ether (TAME), ethylene dibromide <br /> (EDB) and 1,2-dichloroethane (1,2-DCA) by EPA Method 8260B <br /> Advanced GeoEnviron mental,Inc <br />
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