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ARCHIVED REPORTS_XR0011918
EnvironmentalHealth
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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_XR0011918
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Last modified
4/9/2020 2:32:29 PM
Creation date
4/9/2020 2:22:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011918
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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understanding from Mr Ken Gillies that the well was sampled periodically thereafter and that no <br /> • groundwater contamination was detected, but Upgradient has not examined any additional <br /> laboratory reports <br /> Upgradient was retained in August, 1994 and supervised <br /> GT 1 (Figureinstallation <br /> 2} were selectedofor ' <br /> monitoring wells in September Five soil samples <br /> laboratory analysis, and all five contained both diesel and gasoline-range hydrocarbons Total <br /> Petroleum Hydrocarbon (TPH) concentrations decreased downward from 7050 mg/kg at 35 feet <br /> to 104 mg/kg at 55 feet Three samples were selected from GT-2 for analysis A TPH <br /> concentration of 288 mg/kg was reported at a depth of 55 feet, no contamination was detected at <br /> 50 feet or 60 feet Diesel was detected in the groundwater sample from both wells, and gasoline <br /> was also detected in the sample from GT-2 No hydrocarbons were detected in the groundwater <br /> sample from MW-1 <br /> Groundwater elevations measured in September did not provide conclusive evidence regarding <br /> the direction of groundwater flow, but suggested flow to the northwest Data previously <br /> published by the San Joaquin County Public Works Department had indicated red the depprevailing to <br /> flow direction was to the south or southwest Therefore, Upgradient measu <br /> groundwater in both November and December to obtain additional information on flow direction <br /> As reported in the Fourth Quarter 1994 Report, groundwater data obtained d in January land July 1995 <br /> equal, but suggested groundwater flow to the so ls were nearly <br /> ut <br /> also suggested a southward groundwater flow ii direction aThe in the January increase <br /> as in g oundwater <br /> concentrations in groundwater was correlated <br /> encountered the contaminated soil above I depth of 75 feet Groundwater continued to rise during <br /> the early summer, and by July had risen more than heeefon dw �r sample d ollec ed in Joall <br /> ly wells <br /> Not surprisingly, no contaminants were detecte g <br /> Upgradient performed the third quarter 1995 monitoring in Septermber At that time, <br /> groundwater was still several feet above the screened interval in both GT-1 and MW-1, and <br /> neither well was sampled GT-2 could not be located, <br /> ocamap was prepared having been buried during road grading <br /> work since the previous monitoring Therefore, gradient <br /> 3.0 MONITORING PROCEDURES <br /> The fourth quarter groundwater monitoring took <br /> place on December 19, 1995 Upon arrival atre <br /> the site, all three wells were located and opened A 5olinst water level meter was used to measure <br /> the depth to groundwater, and the data were <br /> rded on the above the toptached of the screenell ed intervalonitor Report, and <br /> (Appendix A) The water table was still several feet <br /> therefore no samples were obtained <br /> elevations are presented in <br /> Depth-to-groundwater measurements and calculated groundwateincluded forrcomparison The elevation of <br /> Table 1 Results from previous monitoring events <br /> • 2 <br />
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