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ARCHIVED REPORTS_XR0012577
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3500 - Local Oversight Program
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PR0545485
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ARCHIVED REPORTS_XR0012577
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Last modified
3/11/2020 3:03:27 AM
Creation date
3/10/2020 11:46:19 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012577
RECORD_ID
PR0545485
PE
3528
FACILITY_ID
FA0003604
FACILITY_NAME
BEACON STATION #3492*
STREET_NUMBER
470
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22307101
CURRENT_STATUS
02
SITE_LOCATION
470 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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e <br /> a <br /> r <br /> --� Quarterly Ground-Water Monitoring January 22, 1990 <br /> Beacon Station No. 492, Manteca, California AGS 86102-4 <br /> Mobile Chem Labs, Inc., in Lafayette, California (Hazardous Waste Testing Laboratory <br /> Certificate No. 195), analyzed the groundwater 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 2. <br /> The results of the laboratory analyser indicate that hydrocarbon constituents were not <br /> detected in the ground-water sample collected from MW-3. TPH as gasoline was detected <br /> at 0.100 parts per million(ppm)in the sample from MW-1 and at 0.053 ppm in the sample <br /> from MW-2. Concentrations of BTEX compounds were below detection limits, with the <br /> exception of 0.013 ppm of toluene in the sample from MW-1. <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 datum. 'Ihe measurements of the depths to ground water were combined with the <br /> casing elevations to calculate the elevations of the ground-water surface. These data are <br /> ® summarized in Table 3. We interpreted that the ground-water gradient was flat, which is <br /> con.3istent with !aur interpretation from 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 has been scheduled for the week of March 19, <br /> ® 1990. <br /> 2 <br /> 1. <br />
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