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ARCHIVED REPORTS XR0003077
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003077
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Entry Properties
Last modified
10/10/2018 10:25:22 AM
Creation date
10/10/2018 9:07:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003077
FileName_PostFix
XR0003077
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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TMorelli
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EHD - Public
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Monitoring Well Installation Report Former Chevron Service station #9-5775 <br />June 2 1999 <br />from the north) and the San Joaquin River (flowing from the south) which join in the delta area east of <br />Suisun Bay <br />The site is a relatively flat, unpaved, vacant lot at an elevation of approximately 42 feet above mean sea <br />level Soil in the site vicinity consists of Pliocene to Holocene continental rocks and deposits consisting <br />of heterogeneous mix of generally poorly sorted clay, silt, sand, and gravel, some beds of claystone, <br />sdtstone, sandstone, and conglomerate (R W Page, 1986) The nearest surface water is South Main Canal <br />located approximately 3/4 miles west of the site Pixley Slough is located approximately 21/2 miles south <br />of the subject site and Mokelumne River is located approximately 23/4 miles north of the subject site Based <br />on the site topography, groundwater in the vicinity of the site flows toward the southwest <br />Based on information supplied by Mr Harlin Knoll of the SJCPHS prior to beginning work, groundwater <br />in the vicinity of the subject site was believed to be at a depth of approximately 40 feet below ground <br />surface (bgs) Data from monitoring wells in the site vicinity indicate the historic groundwater low to be <br />approximately 65 feet bgs <br />2.3 Previous Enviromnental Work <br />The five former USTs, former hydraulic hoist, former dispenser islands and associated product piping were <br />. removed on August 24, 1998 Soil samples were collected from beneath the USTs and product piping <br />Very low to non-detectable concentrations of petroleum hydrocarbons were detected in all the soil samples <br />from beneath the waste oil USTs, the products lines, the hydraulic hoist, and five of the six samples from <br />the gasoline UST pit The sample from 14 5 feet bgs beneath the eastern end of the middle gasoline UST <br />contained 14,000 parts per million (ppm) of Total Petroleum Hydrocarbons as gasoline (TPHg), 84 ppm <br />of benzene and 56 ppm of methyl tertiary butyl ether (MtBE) Based on field screening data, the area <br />beneath the eastern end of the middle gasoline UST was excavated from 14 5 to 16 feet bgs, and a second <br />sample was collected This sample contained 880 ppm of TPHg and 11 ppm of MtBE Benzene was not <br />detected in this sample <br />0 <br />The area beneath the eastern end of the middle gasoline UST was overexcavated from 16 to 22 5 feet bgs <br />on August 31, 1998 Soil samples were collected from the base and the eastern wall of this excavated area <br />The base sample contained 2,300 ppm of TPHg, 4 1 ppm of benzene and 330 ppm of MtBE The wall <br />sample, collected at 18 5 feet bgs, contained 290 ppm of TPHg, 0 35 ppm of benzene and 22 ppm of <br />MtBE <br />3.0 WELL SURVEY <br />GR conducted a survey to locate municipal and domestic wells within a t/2 -mile radius of the subject site <br />Information from the SJCPHS indicated that a City of Lodi municipal well is located in the southwestern <br />vicinity of the subject site On March 15,1999, GR personnel reviewed files of the California Department <br />of Water Resources (CDWR) The CDWR file review indicated that two groundwater monitoring wells <br />are located within the 1/2 -mile radius of the subject site and two municipal wells and one domestic well are <br />346408 04-2 <br />
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