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ARCHIVED REPORTS XR0003036
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2900 - Site Mitigation Program
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ARCHIVED REPORTS XR0003036
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Last modified
10/10/2018 8:55:21 AM
Creation date
10/9/2018 3:37:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003036
FileName_PostFix
XR0003036
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• <br />• <br />Chevron Products Company Page 1 <br />Former Chevron Service Station #9-5775, 301 West Kettleman Lane, Lodi, California October 31, 2002 <br />1.0 INTRODUCTION <br />SECOR International Incorporated (SECOR), on behalf of Chevron Environmental <br />Management Company (CEMC), presents third quarter 2002 QQ02) groundwater monitoring <br />and sampling results, and operational data for the groundwater extraction (GWE) and soil <br />vapor extraction (SVE) systems at 301 West Kettleman Lane, Lodi, California (Figure 1). <br />This report was prepared in accordance with Cleanup and Abatement Order (CAO) No. 5-00- <br />704, dated April 20, 2000 (Attachment A). <br />2.0 GROUNDWATER MONITORING AND SAMPLING <br />Between July 29 and 30, 2002, Gettler-Ryan conducted 3Q02 groundwater monitoring and <br />sampling. Wells were gauged on July 29, 2002, and sampled on July 29 and 30, 2002. Field <br />and laboratory procedures are presented in Attachment B. Certified laboratory analytical <br />reports and chain -of -custody documentation and monitoring and sampling field data sheets <br />are included in Attachments C and D, respectively. A brief description is presented below. <br />2.2 Monitoring Well Gauge Data <br />During the 3Q02, monitoring well gauge data indicates the approximate depth to groundwater <br />in A, B, and C -zones ranges from 59.10 to 68.45 feet below ground surface (bgs). Gauge <br />data is presented as Table 1. Groundwater in the A -zone near the site appears to flow radially <br />toward extraction well EX -3 (Figure 2). Groundwater in the B -zone flows to the south to <br />southeast, with an approximate hydraulic gradient of 0.003 feet/feet (ft/ft) to 0.016 ft/ft <br />(Figure 3). <br />2.1 Sample Analytical Results <br />During the 3Q02 event groundwater samples were analyzed for total petroleum hydrocarbons <br />as gasoline (TPHg), benzene, toluene, ethyl -benzene, and total xylenes (BTEX), methyl <br />tertiary butyl ether (MtBE), tertiary butyl alcohol (TBA), di -isopropyl ether (RIPE), ethyl <br />tertiary butyl ether (ELBE), tertiary amyl methyl ether (TAME), ethanol, methanol, ethylene <br />di -bromide (EDB), and 1,2-dicholoethane (1,2 -DCA). Sample analytical results are <br />presented as Table 2. Maximum concentrations of detected constituents for A, B, and C - <br />zones are presented in the table below. An A -zone isoconcentration contour map for MtBE is <br />presented as Figure 4. <br />I:1Chevron1957751Periodic Monitoring\Quarterly Progress Reports1200213rd Quarter -2002 Progress Report.doc <br />
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