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ARCHIVED REPORTS_XR0011919
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011919
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Last modified
4/9/2020 2:33:46 PM
Creation date
4/9/2020 2:23:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011919
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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California was retained in November, 1990 to perform further <br /> subsurface investigation. Two borings were drilled, one was <br /> completed as a groundwater monitoring well, and soil and water <br /> samples were collected for analysis . Hydrocarbons were detected to <br /> the bottom of the soil boring ( 70 feet) and to a depth of 85 feet <br /> in the monitoring well, and both gasoline and diesel were detected <br /> in the groundwater sample from the well . <br /> The results obtained from the borings necessitated further <br /> investigation, and Upgradient was retained in August, 1994 to <br /> superva-se the installation of two additional monitoring wells (GT-1 <br /> and GT-2 , Figure 2 ) . Five soil samples from GT-1 were selected for <br /> laboratory analysis, and all five contained both diesel and <br /> gasoline-range hydrocarbons . Total Petroleum Hydrocarbon (TPH) <br /> concentrations decreased downward from 7050 mg/kg at 35 feet to 104 <br /> mg/kg at 55 feet. Three samples were selected from GT-2 for <br /> analysis . A TPH concentration of 288 mg/kg was reported at a depth <br /> of 55 feet; no contamination was detected at 50 feet or 60 feet. <br /> Diesel was detected in the groundwater sample from both wells, and <br /> gasoline was also detected in the sample from GT-2 . Groundwater was <br /> also sampled in MW-1, but no hydrocarbons were detected. <br /> Groundwater elevations measured in September did not provide <br /> conclusive evidence regarding the direction of groundwater flow, <br /> but suggested flow to the northwest. Data previously published by <br /> the San Joaquin County Public Works Department had indicated that <br />. the prevail2-ng flow direction was to the south or southwest. <br /> Therefore, Upgradient measured the depth to groundwater in both <br /> November and December to obtain additional information on flow <br /> direction. As reported in the 4th Quarter Report, groundwater <br /> elevations in all wells were nearly equal, but suggested <br /> groundwater flow to the south. The data obtained in January 1995 <br /> also suggested a southward groundwater flow direction. An increase <br /> in gasoline concentrations in groundwater was correlated with a <br /> rise in the groundwater table, suggesting that groundwater is <br /> dissolving hydrocarbons from the soil above a depth of 75 feet. <br /> 3 .0 MONITORING PROCEDURES <br /> Groundwater monitoring took place on July 7 , 1995 . Upon arrival at <br /> the site, Upgradient personnel were unable to locate either GT-1 or <br /> GT-2 . Both wells had been buried as a result of recent grading <br /> activities at the site . After approximately one hour, the wells <br /> were located and uncovered with the help of Mr. Ken Gillies . <br /> After the wells were opened, a Solinst water level meter was used <br /> to measure the depth to groundwater prior to bailing and sampling. <br /> Slightly more than three well volumes of water ( 14 to 20 gallons) <br /> were purged from each well and stored in a 55-gallon drum near MW- <br /> 1 . A Corning meter was used to measure temperature, conductivity, <br /> 10 and pH during purging to confirm that these parameters stabilized <br /> 2 <br />
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