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ARCHIVED REPORTS_XR0011912
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011912
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Last modified
4/9/2020 2:40:30 PM
Creation date
4/8/2020 4:24:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011912
RECORD_ID
PR0540573
PE
2960
FACILITY_ID
FA0023207
FACILITY_NAME
GILLIES TRUCKING INC
STREET_NUMBER
3931
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13207017
CURRENT_STATUS
01
SITE_LOCATION
3931 NEWTON RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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previous maps show a relatively uniform southward primary gradient Such a uniform t7adient is <br /> not consistent with the new data from GT-10, however <br /> At this time, none of the interpretations in Figures 13 and 14 can be eliminated All of them are <br /> consistent with the fact that the highest concentrations of contaminants were detected n GT-10, <br /> which is located in a groundwater depression on all maps Maps 13C and D and 14C and J offer an <br /> explanation for the lack of contaminants in GT-9, in these maps, this well is located upE radient of <br /> the UST site and would therefore not be expected to be contaminated In contrast, GT-9 is located <br /> downgradient of the UST site in maps 13A and B and 14A and B, and might tht refore be <br /> contaminated (note that a diesel concentration of 150 ppb was detected in this well in October <br /> 1996, Table 3) Perhaps the true gradient will become clearer with further monitont Lg If not, <br /> additional wells will be needed in order to draw firm conclusions about the gradient and flow <br /> direction <br /> 4.0 NEARBY WELL SURVEY <br /> A survey to identify domestic and other wells within 2000 feet of the site that could bt potential <br /> receptors of contaminated groundwater has been conducted, as requested by PHS/EHD The survey <br /> included a review of the water-well files at the California Department of Water Re,ources in <br /> Sacramento and a drive-by inspection of the area The DWR files were very incomplete and most <br /> of the more than 30 wells that were located were found during the drive-by inspection (T ible 5 and <br /> Figure 15) However, not all properties could be viewed or accessed, so additional wells may be <br /> present The two closest wells to the Gillies contaminant plume are the Gillies and Barbo domestic <br /> wells, which were previously known, a third nearby well (#52 in Figure 15) is iocat:,d on the <br /> property just to the north of the Gillies facility Not all of the wells in the DWR files were identified <br /> with a specific address; for example, well #36 in Table 5 and Figure 15 is describes as being <br /> located "0 5 miles south of Wilson Way on Newton Road", but it is uncertain on which ,ide 8 i <br /> street this well is located We have shown it as the domestic well on the Barbot prop,rty <br /> Newton Road), but this is speculative, partly because we do not know when the Barboi well was <br /> drilled It is our understanding that the Gillies well was drilled in the 1970's or earlier, so it appears <br /> that this well was not listed in the DWR files <br /> Most wells appear to be small-volume producers used for domestic water supply, but oihers have <br /> larger holding tanks and are used for imgation or industrial purposes. A few of the wells are <br /> perforated in the 150-200 foot depth range, which is probably within the lower lb-,erbank or <br /> Turlock Lake formations, and these wells are unlikely to affect or be affected by the con}amination <br /> at the Gillies facility The depth of the perforated interval is unknown for the wells that were <br /> located during the dnve-by inspection and for most of the wells in the DWR file,,, and no <br /> information about the typical pumping rate is available for any of the wells Therefore, th,, potential <br /> of these wells to affect migration of the diesel plume or become impacted by it cannot be <br /> determined <br /> 9 <br />
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