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ARCHIVED REPORTS XR0000678
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000678
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Last modified
2/15/2019 7:25:22 PM
Creation date
2/15/2019 3:51:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000678
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
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EHD - Public
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} 0 i <br /> 15 October 2003 <br /> AGE-NC Project No 96-0232 <br /> Page 3 of 5 <br /> located to assess MTBE-impact to the First Water <br /> • Soil boring P-42 will be located approximately 40 to 50 feet east-northeast of monitoring <br /> well MW-8, P-42 will serve to assess MTBE-Impact to First and Second Water Zone that <br /> may have migrated from the east or northeast <br /> • Soil boring P-43 will be located approximately 190 to 210 feet north of monitoring well <br /> MW-8,in the San Joaquin County right-of-way on Banner Avenue, P-43 will serve to assess <br /> MTBE-impact to First and Second Water Zone that may have migrated from the fueling <br /> facility located at 6437 West Banner Avenue (New West Petroluem) <br /> Proposed soil boring locations are illustrated in Figure 2 A geologic cross section is Illustrated in <br /> Figure 3 Initially, each soil boring will be advanced to 50 feet below surface grade(bsg) However, <br /> total depths of borings will be based on field conditions, field observations and field screening using <br /> an organic vapor monitor (OVM) Soil samples will be collected from each boring at five-foot <br /> Intervals beginning at 5 feet bsg to the total depth, a mi mum of one soil sample will be submitted <br /> for laboratory analysis for every 15 linear feet Additionally, grab ground water samples will be <br /> collected from each soil boring at depths of 20 feet bsg, 30 feet bsg, 40 feet bsg and 50 feet bsg <br /> . Field procedures for advancement of soil borings and collection of soil samples are presented in <br /> Section 3 1 <br /> Selected soil and grab ground water samples will be analyzed by a State of California Department <br /> of Health Services (DHS)-certified laboratory for the following constituents <br /> • Total petroleum hydrocarbons as gasoline, diesel and motor oil (TPH-g, TPH-d and <br /> TPH-mo) in accordance with EPA Methods 5030/8015 Modified, <br /> • Benzene,toluene,ethyl-benzene and total xylenes(BTEX)in accordance with EPA Methods <br /> 5030/8020, <br /> • 1,2-Dichloroethane(1,2-DCA),ethylene dibromide(EDB),methyl tert butyl ether(MTBE), <br /> tert-amyl methyl ether(TAME),di-Isopropyl ether(DIPE),ethyl tert-butyl ether(ETBE)and <br /> tert-butanol (TBA)by EPA Methods 5030/8260 Modified, and <br /> Serol-volatile organic compounds by EPA Methods 610/625/8270 <br /> Laboratory reports for soil/ground water analyses, testing methods, laboratory quality <br /> assurance/quality control (QA/QC) reports, and sample chain of custody documentation will be <br /> presented in a report with findings and recommendations <br /> Advanced Geo Environmental,Inc <br />
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