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ARCHIVED REPORTS XR0000694
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PR0522496
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ARCHIVED REPORTS XR0000694
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Last modified
2/15/2019 6:25:52 PM
Creation date
2/15/2019 4:13:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000694
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
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EHD - Public
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08 March 2000 <br /> AGE-NC Project No 96-0232 <br /> Page 7 of 11 <br /> • Between 10 and 20 feet west of ground water monitoring well MW-1 to characterize <br /> lithology, potential contaminant migration pathways and to assess MTBE-impact <br /> immediately southwest of the former UST area, <br /> • Between 10 and 20 feet east of the Rocky's Restaurant domestic drinking water well to <br /> characterize lithology, potential contaminant migration pathways and to assess MTBE- <br /> impact southwest of the former UST area near the impacted domestic well, <br /> • Between 40 and 50 feet north of ground water monitoring well MW-4 to characterize <br /> lithology, ground water gradient,potential contaminant migration pathways and to assess the <br /> vertical extent of MTBE-impacted ground water north of the former UST area, <br /> • Between 60 and 70 feet southeast of the domestic drinking water well at 14749 Thornton <br /> Road (Three B's Truck Plaza) to characterize lithology, potential contaminant migration <br /> pathways,to assess the vertical extent of MTBE-impacted ground water downgradient of the <br /> UST area, and <br /> • Between 150 and 200 feet southeast of ground water monitoring well MW-2 to serve as - <br /> sentinel wells and screen for potential MTBE-impact to the municipal drinking water wells <br /> (Flag City No 1) located some 700 feet southeast of the Flag City Chevron site <br /> Following installation, each well will be developed to maximize water flow into the well and <br /> minimize the amount of fine-grained sediment drawn into the well during pumping or bailing <br /> Procedures for well installation and development are presented in Sections 4 3 and 4 4, respectively <br /> 34 GROUND WATER SAMPLE COLLECTION AND ANALYSIS <br /> Ground water monitoring and sampling activities for each newly installed ground water monitoring <br /> well will be conducted on a monthly basis until RWQCB notification or approval to do otherwise <br /> Ground water monitoring activities will include recording depth to ground water measurements and <br /> collection of ground water samples Ground water sample collection procedures are described in <br /> Section 4 5 <br /> Ground water samples will be analyzed by a DHS-certified laboratory for the following constituents <br /> • TPH-g, BTEX, TBA, DIPE, ETBE and TAME, MTBE, EDB and 1,2-DCA by EPA <br /> Method 8260B <br /> Laboratory reports for ground water analyses, testing methods, laboratory quality assurance/quality <br /> . controI (QA/QC) reports, and sample chain of custody documentation will be presented in a report <br /> Advanced GeoEn,.ironmental,Inc <br />
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