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ARCHIVED REPORTS_XR0003790
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545428
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ARCHIVED REPORTS_XR0003790
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Last modified
3/9/2020 7:18:35 PM
Creation date
3/9/2020 10:05:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003790
RECORD_ID
PR0545428
PE
3528
FACILITY_ID
FA0005487
FACILITY_NAME
MARCIS DIESEL SERVICE
STREET_NUMBER
2969
STREET_NAME
LOOMIS
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2969 LOOMIS RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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WM. J. Hunter & Associates - 2220 Loma Vista Dr <br /> Registered Geologists Sacramento, CA 95825 <br /> .Petroleum &Mineral Appraisers (916) 972-7941 <br /> FAX (916) 972-1683 <br /> r , r <br /> April 28, 1998 <br /> Margaret Largorio, Supervising RENS <br /> Site Mitigation Unit <br /> San Joaquin County PHS <br /> Environmental Health Division <br /> 304 East Weber Ave , Third Floor <br /> Stockton, CA 95202 <br /> RE: FIRST QUARTER 1998 GROUNDWATER MONITORING REPORT FOR <br /> 2969 LOOMIS ROAD, STOCKTON, CA. SITE CODE 2015 <br /> This report covers the results of the work done on March 30, 1998 by DelTech Geo- <br /> Technical Support Services as directed by our office and witnessed by a representative of <br /> the San Joaquin County EHS The report includes a map showing the potentiometric <br /> surface based upon the latest work, gradient directions since work began, a summary of all <br /> water analyses since initiation of the project, DelTech field notes, custody chains, and <br /> copies of the laboratory analyses The depth to water was measured in all four wells, but <br /> as instructed by the San Joaquin Co EHD, only MW-1 & MW-4 were sampled <br /> . The approximate potentiometric surface is shown on PLATE 1. The hydraulic gradient is <br /> very low, about 0005'/ft (2 64' per mile,) and the direction is indeterminate The water <br /> table has risen an average of 4 73' since the December, 1997 sampling event, the highest <br /> level since monitoring began There appears to be a slight depression in the area of MW-1 <br /> &MW-4, which might explain the relatively high levels of TPHd encountered A review <br /> of PLATE H shows that the gradient has been highly divergent at this location, with no <br /> predominant direction of flow This supports our previous conclusions that there is little <br /> or no horizontal communication between this site and other aquifers in the area <br /> TABLE A summarizes the results of all water analyses since initiation of the project <br /> BTEX& TPHg were below detection levels in MW-1, TEPH as diesel measured 0.435 <br /> mg/L This is about 3 times higher than recorded in December, 1997 - 0.151 mg/L <br /> However, the levels of TPHd in MW-4 dropped from 22 mg/L in December to 11.5 <br /> mgfL in March BTEX& TPHg were not detected in MW-4, however, the detection <br /> limits had be raised due the high concentration of TEPH, and those results may not be <br /> 1 valid <br /> I' <br /> CONCLUSION: <br /> The data continues to show a very limited aquifer at this location The contamination is <br /> restricted to a very small area beneath the removed tanks, and there is no evidence of <br /> . extensive lateral movement The amount of gasoline components measured at this site <br /> have been extremely low to non-detect Although TEPH as diesel is present at detectable <br /> 1 <br />
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