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ARCHIVED REPORTS_XR0005151
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0535112
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ARCHIVED REPORTS_XR0005151
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Last modified
9/24/2020 1:08:02 AM
Creation date
3/17/2020 3:02:40 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005151
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' Quarterly Monitoring Report July 12, 1996 <br /> Chapin Brothers Automobile Repair Facility Stockton, California <br /> Results of analytical testing indicate that gasoline is present in the two onsite wells <br /> nearest the former tanks, MW 1 and MW4, at concentrations of 66 and 190 parts per million <br /> (ppm) respectively The volatile constituents BTEX were also detected in those wells at <br /> ' relatively high proportions All of the volatile constituents were detected at very low <br /> concentrations in MW2, located north of the site Gasoline was detected in MW3 and MW5, <br /> located on properties west of the site, at concentrations of 3 1 ppm and 0 56 ppm, respectively, <br /> with relatively low volatile constituent concentrations Analytical results for each constituent <br /> tested are listed in Table 2 Analytical reports and completed chain-of-custody forms are <br /> presented in Appendix A <br /> 4.0 GROUNDWATER GRADIENT <br /> The groundwater gradient beneath the site was calculated from surveyed wellhead <br /> elevations and groundwater surface elevation measurements collected from the monitoring wells <br /> Well casing elevations were measured to the nearest 0 01 ft by Underwood and Rosenblum of <br /> San Jose, California, a licensed surveyor Installation of the vapor extraction system required <br /> modification to the wellhead at MW4 Consequently, the elevation of that well casing was <br /> resurveyed on June 27, 1996 by Lush Geosciences personnel These data were used to calculate <br /> the elevation of the groundwater surface in each well (Table 3) and to evaluate the slope of the <br /> groundwater surface across the site <br /> Groundwater elevations in the wells on June 26, 1996, were between 10 30 and 10 79 ft <br /> below mean sea level, the highest elevation recorded at this site to date by almost 1 ft The <br /> measurements indicated that the groundwater surface sloped on the average to the east southeast <br /> (N80°W) at approximately 0 0027 ft/ft(0 27 ft/100 ft) at that time, the surface had a pronounced <br /> warp which indicates a more northerly flow direction to the west This calculated gradient <br /> indicates that the groundwater surface was relatively flat-lying, with a general northwesterly flow <br /> direction in the site area, the surface is relatively complicated, however, and flow is more <br /> northerly offsite to the west Figure 2 illustrates the configuration of the surface of uppermost <br /> groundwater at the site, the direction of flow, and gradient <br /> 5.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Results of analytical testing indicate that gasoline is present in the two onsite wells <br /> nearest the former tanks, MW1 and MW4, at concentrations of 66 and 190 ppm, respectively <br /> The volatile constituents BTEX were also detected in those wells at relatively high proportions <br /> I <br /> 530-001 _ 4 _ <br /> LUSH GEOSCiENCES <br />
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