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ARCHIVED REPORTS XR0000690
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000690
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Last modified
2/15/2019 10:42:20 PM
Creation date
2/15/2019 4:10:40 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000690
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
Tags
EHD - Public
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19 June 2000 <br /> AGE-NC Project No 96-0232 <br /> Page 8 of 35 <br /> A six-inch diameter ground water extraction well (EW-1)was installed on-site to a depth of <br /> 33%2 feet bsg for interim remediation measures (Figure 2), a well construction diagram of <br /> EW-1 is depicted in Figure 20, a boring logof EW-1 is in Appendix B,neither soil or ground <br /> water samples were collected dunng installation of EW-1 <br /> Five soil borings (P13, P14, P15, P16 and P17) were advanced on-site utilizing cone <br /> penetrometer testing(CPT) technology to characterize the geological and hydro-geological <br /> framework and to assess preferential migration pathways CPT soil boring locations are <br /> depicted in Figure 3, CPT boring logs are in Appendix B Based on soil composition data <br /> obtained from the CPT soil borings P 13,P14, P 15,PI 6 and PI 7, cross sections C-C',D-D' <br /> and E-E'were constructed depicting the general subsurface soil composition on-site and off- <br /> site (Figures 21, 22 and 23) <br /> Ground water monitoring and sampling was performed at wells MW-1, MW-2, MW-4, <br /> MW-5, MW-6 and MW-7 Ground water depths were recorded at approximately 7 feet bsg <br /> (Table 3), general ground water flow direction was generally between north-northeast and <br /> north-northwest at a general gradient of 0 003 (Figure 24) Laboratory analysis of ground <br /> water samples collected from MW-1,MW-2,MW-4,MW-6A,MW-6B and MW-7 detected <br /> MTBE at concentrations as high as 400 gg/l, BTEX compounds were detected in samples <br /> collected MW-1,MW-2,MW-6A and MW-6B at concentrations as high as 2 3 µg/1, TAME <br /> and ETBE were detected in samples collected from MW-1 and MW-2 at concentrations as <br /> high as 1 2 µg/1 Ethanol was detected in samples collected from MW-1, MW-2, MW-6A <br /> and MW-6B at concentrations as high as 50 µg/1, methanol was detected in the sample <br /> collected from MW-6A at a concentration of 420 gg/1 Analytical results of ground water <br /> samples are summarized in Table 5 A grab ground water sample collected from RDW-1 <br /> detected MTBE at a concentration of 12 µg/1 (Table 7) <br /> A report of findings (Quarterly Report - First Quarter 2000, dated 01 May 2000) <br /> documenting investigation activities performed in March 2000 was prepared by AGE and <br /> submitted to the PHS-EHD and the RWQCB-CVR <br /> • April 2000 - Grab ground water samples were collected adjacent to CPT soil borings P13, <br /> P14, P15, P16 and P17 Dissolved MTBE was detected in the 37 to 40-foot, 53 to 56-foot, <br /> 70 to 73-foot and 87 to 90-foot samples collected from P16 at concentrations of 270 µg/1, <br /> 280 µg/1, 55 µg/1 and 6 µg/1, respectively Dissolved MTBE was detected in the 37 to <br /> 40-foot, 55 to 58-foot and 80 to 83-foot samples collected from P17 at concentrations of <br /> 110µg/1, 150 µg/1 and 4 9 µg/l, respectively Dissolved TBA was detected In the 37 to <br /> 40-foot sample collected from P16 and the 111 to 114-foot sample from P-17 at <br /> concentrations of 6 µg/1 and 7 1 µg/l, respectively Dissolved methanol was detected in the <br /> 64 to 67-foot and the 73 to 76-foot samples collected from P 13 at concentrations of 85 µg/1 <br /> Advanced GeoEmironmental,Inc <br />
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