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ARCHIVED REPORTS_XR0008851
Environmental Health - Public
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EHD Program Facility Records by Street Name
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VAN BUREN
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3500 - Local Oversight Program
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PR0545786
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ARCHIVED REPORTS_XR0008851
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Last modified
6/1/2020 2:35:39 PM
Creation date
6/1/2020 2:01:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008851
RECORD_ID
PR0545786
PE
3526
FACILITY_ID
FA0004969
FACILITY_NAME
CHASE CHEVROLET
STREET_NUMBER
424
Direction
N
STREET_NAME
VAN BUREN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
424 N VAN BUREN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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.r n <br /> • 28 March 1997 <br /> AGE-NC Project No 95-0143 <br /> Page 2 of 3 <br /> samples were transported under chain-of-custody in a chilled container to McCampbell Analytical, <br /> Inc , in Pacheco, California(MAI), and were analyzed for total petroleum hydrocarbons quantified <br /> as gasoline (TPH-g), and for volatile aromatic compounds (benzene, toluene, ethylbenzene and <br /> xylenes BTE&X) with methyl tertiary-butyl ether(MTBE) in accordance with EPA methods 5030 <br /> and 602, respectively <br /> 3 0. FINDINGS <br /> 3 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The relative elevation of ground water in each well was calculated by subtracting the depth to water <br /> from the surveyed casing elevation (Table 1) Ground water elevation increased an average of 4 88 <br /> feet between November 1996 and February 1997 The approximate gradient was calculated to be <br /> 0 0071 ft/ft north of the site, corresponding to gradients measured at the Madison site However, a <br /> shallower gradient of 0 0025 ft/ft was measured on the southern corner of the subject property The <br /> calculated gradients are steeper than those measured during previous monitoring events The flow <br /> direction was generally toward the north to northeast Relative ground water elevation contours for <br /> the February 1997 monitoring event are illustrated as Figures 3 <br /> 32 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g was detected at concentrations of 170,000 parts per billion(ppb, reported as micrograms per <br /> liter), 830 ppb, 6,700 ppb and 23,000 ppb, in samples from MW-3, MW-6, MW-7 and MW-9, <br /> respectively, during the February 1997 monitoring BTE&X were detected in the same wells at <br /> concentrations as high as 37,000 ppb (toluene, MW-3) Petroleum hydrocarbons were not detected <br /> in the samples collected from MW-10, MW-14, MW-15, MW-16 or MW-17 MTBE was not <br /> detected in any samples collected during the February 1997 monitoring event Free product was not <br /> encountered at the site Analytical results are summarized on Table 2 The laboratory report (MAI <br /> Laboratory I D Nos 73500 - 73508) and chain-of-custody forms are included in Appendix B <br /> 4.0. CONCLUSIONS & RECOMMENDATIONS <br /> 41 CONCLUSIONS <br /> Based upon data collected from the site, AGE has the following conclusions <br /> • Petroleum hydrocarbons were not detected in wells MW-1 W-14 - <br /> ' Y 0, M , MW 15, MW-16 and <br />
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