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ARCHIVED REPORTS XR0001734
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3500 - Local Oversight Program
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PR0544475
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ARCHIVED REPORTS XR0001734
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Last modified
5/17/2019 3:36:26 PM
Creation date
5/17/2019 3:24:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001734
RECORD_ID
PR0544475
PE
3528
FACILITY_ID
FA0003602
FACILITY_NAME
TESORO (SHELL) 68151
STREET_NUMBER
35
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04318003
CURRENT_STATUS
02
SITE_LOCATION
35 N CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Quarterly vround-Water Monitoring January 22. 1990 <br /> Beacon Station No. 502, Lodi, California AGS 86091-7 <br /> Mobil. Chem Labs, Inc., in Lafayette, California (Hazardous Waste Testing Laboratory <br /> Certificate No. 195), analyzed the ground-water samples for total petroleum hydrocarbons <br /> (TPH) as gasoline by California Department of Health Services Leaking Underground <br /> Fuel Tanks (LUPI') Method and for benzene, toluene, ethylbenzene, and total xylene <br /> isomers (BTEX) by Environmental Protection Agency Method 602. Copies of the <br /> laboratory analysis reports are attached. The results of these analyses and previous <br /> Laboratory analyses are summarized in Table 1. <br /> The results of the laboratory analyses indicate that hydrocarbon constituents were not <br /> detected in the ground-water samples collected from MW-4 and MW-5. TPH as gasoline <br /> was detected at 0.050 parts per million (ppm) in the samples from MW-1 and NSW-2'and <br /> at 0.100 ppm in the s2-nple from MW-3. Concentrations of the BTEX compounds were <br /> below detection limits, with the exception of 0.023 ppm of toluene and 0.018 ppm of total <br /> xylene isomers in the sample from MW-3. <br /> Applied GeoSystems evaluated the ground-water gradient across the site. The elevation of <br /> the top of the casing in each well was surveyed by Moldenhauer Engineering Company, a <br /> licensed land surveyor from Davis, California, on November 27, 1989. Elevations were <br /> measured in feet relative to mean sea level,using a local U.S. Geological Survey benchmark <br /> as a datum. The measurements of the depths to ground water were combined with the <br /> casing elevations to calculate the groundwater elevations. These data are summarized in <br /> Table 2 and were used to evaluate the ground-water gradient at the time of this quarterly <br /> monitoring event (Plate P-3). The average groundwater gradient was evaluated to be <br /> 0.004, with a flow direction towards the southwest; the magnitude of the gradient appears <br /> to be greater ir_ :he northeastern portion of the site. The orientation of the groundwater. <br /> gradient is similar to that evaluated in previous sampling events. <br /> Applied GeoSystems recommends that monitoring of ground water at the site be continued <br /> on a quarterly basis. The next sampling event has been scheduled for the week of March <br /> 19, 1990. <br /> 2 <br />
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