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ARCHIVED REPORTS_XR0011922
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011922
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Entry Properties
Last modified
4/9/2020 2:38:09 PM
Creation date
4/9/2020 2:24:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011922
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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Page 4, G1111es 10/17/94 <br /> in the three monitor wells The domestic well (G-1) could not be stabilized After water levels <br /> were obtained, wells MW-1, GT-i and GT-2 were purged of about 10 gallons using reusable PVC <br /> bailers During the purging process the recovered water was tested with a Corning pH, <br /> Temperature and Conductivity instrument at about two-gallon intervals Purging and testing were <br /> continued until pH, Temperature and Conductivity readings stabilized(Appendix C) Purged <br /> ' water was placed into a sealed and labeled 55-gallon drum and stored on site After purging, the <br /> wells were allowed to recharge prior to sample collection Samples were collected using new <br /> disposable bailers for each well Samples were c9llected from the upper thirty(30) inches of the <br /> water column and placed in stenlized bottles The bottles were labeled and placed in a pre-cooled <br /> ice chest The samples were subsequently transported via chain-of-custody to McCambell <br /> Analytical Samples were analyzed for TPH-gasoline, TPH-diesel, and BTE&X <br />' 4.3 Depth to Groundwater& Gradient <br /> Depth-to-groundwater measurements, calculated groundwater elevations, and physical <br /> observations for monitor wells MW-1, GT-1 and GT-2 are presented in Table 2 Figure 4 <br /> illustrates the present direction of groundwater flow At the present time, all three monitoi wells <br /> are on strike with the groundwater gradient contours, preventing reliable measurement of the <br /> 1 gradient and flow direction <br /> 4.4 Laboratory Results <br /> Groundwater samples from monitor wells MW-1, GT-1 and 2 were analyzed for TPH-diesel <br /> (EPA method 8015), TPH-gasoline (EPA method 602) and volatile aromatic hydrocarbons (EPA <br />' method 8020) The results from these laboratory analyses are summarized in Table 2 The <br /> laboratory report is presented in Appendix B Analytical results from previous sampling events are <br /> included in Table 2 for comparison purposes <br /> Gasoline and diesel Hydrocarbons, including aromatics, were detected in the water sample from <br /> GT-2 Diesel compounds along with xylene were detected at low concentrations in GT-1, MW-1 <br /> had no detectable contamination <br /> 1 <br /> 5.0 DISCUSSIONS <br /> 5.1 Extent of Soil Contamination <br /> Four borings have been drilled at this site since assessment of the extent of soil contamination <br /> began in 1990 All four penetrated a gasoline and diesel contaminated zone at a depth of <br /> approximately 35 to 50 feet Figure 5 is an east-west trending cross section that illustrates the <br /> contaminated zone in a two-dimensional view through the three monitor wells The Iaboratory <br /> data indicate that all borings are within the plume of contaminated soil, and the east-west extent of <br /> soil contamination cannot be precisely determined at this time At the present time, no data are <br /> r <br />
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