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ARCHIVED REPORTS XR0003027
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003027
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Last modified
10/10/2018 9:08:12 AM
Creation date
10/9/2018 2:29:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003027
FileName_PostFix
XR0003027
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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i� <br />Chevron Products Company Page 1 <br />Former Chevron service station #9-5775, 301 West Kettlernan Lane, Lodi, California July 15, 2002 <br />1.0 INTRODUCTION <br />SECOR International Incorporated (SECOR), on behalf of Chevron Products Company <br />(Chevron), presents second quarter 2002 (2Q02) groundwater monitoring and sampling <br />results, and operating data for the groundwater extraction (GWE) and soil vapor extraction <br />(SVE) systems at 301 West Kettleman Lane, Lodi, California (Figure 1). This report was <br />prepared in accordance with Cleanup and Abatement Order (CAO) No. 5-00-704, dated April <br />20, 2000 (Attachment A), and covers the period of March 27, 2002 through June 25, 2002. <br />2.0 GROUNDWATER MONITORING AND SAMPLING <br />Between April 29 and 30, 2002, SECOR conducted 2Q02 groundwater monitoring and <br />sampling. Wells were gauged on April 29, 2002, and sampled on April 29 and April 30, <br />2002. Field and laboratory procedures are presented in Attachment B. Certified laboratory <br />analytical reports and chain -of -custody documentation and monitoring and sampling field <br />data sheets are included in Attachments C and D, respectively. A brief description is <br />presented below. <br />2.2 Monitoring Well Gauge Data <br />During the 2Q02, monitoring well gauge data indicates the approximate depth to groundwater <br />r in A, B, and C -zones ranges from 57 to 59 feet below ground surface (bgs). Gauge data is <br />presented as Table 1. Groundwater flows measured in the A -zone were calculated to flow to <br />the southeast under an approximate gradient of 0.28 feet/foot (ft/ft). Groundwater near the <br />site appears to flow radially toward extraction well EX -3 (Figure 2). Groundwater in the B - <br />zone flows to the southeast, with an approximate hydraulic gradient of 0.01 ft/ft (Figure 3). <br />2.1 Sample Analytical Results <br />During the 2Q02 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 (TSA), di -isopropyl ether (RIPE), ethyl <br />tertiary butyl ether (EtBE), 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 />1:IChevron1957751Periodic MonitoringlQuarterly Progress Reports1200212nd Quarter -2002 Progress Report.doe <br />
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