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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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SJGOV\sballwahn
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EHD - Public
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Page 5, c111,,-10l17/94 <br /> available on the north-south extent of contamination <br /> Although the lateral limits cannot be defined, the vertical extent has been reasonably established <br /> The data convincingly demonstrate that the hardpan layer between 60 and 65 feet restricted <br /> downward percolation of hydrocarbons and limited the contaminated zone to the 30-60 foot depth <br />' interval Only diesel has been detected in soil samples below this depth and concentrations were <br /> low <br /> 5.2 Extent of Groundwater Contamination <br /> The concentration of diesel-range compounds is also shown schematically in Figure 5 Well <br />' MW-1 appears to be located between two contaminated "pools", which may be connected out of <br /> the plane of the diagram However, the location of the three wells precludes mapping the <br />' groundwater plume in plan view, and its lateral extent is unknown <br /> It is interesting that GT-2 has contamination in the groundwater, whereas MW-1 does not, even <br />' though MW-1 is closer to the source of contamination Further, hydrocarbon concentrations in <br /> the water sample from GT-1 are much lower than those from GT-2 However, because the <br />' groundwater elevation is essentially the same in all wells, all three wells are slightly upgâ–ºradient of <br /> the tank cavity at this time <br /> 6.0 CONCLUSIONS AND RECOMMENDATIONS <br /> The available data indicate that groundwater beneath t the site has been impacted by an <br /> unauthorized release of hydrocarbons, and that residual soil contamination is sufficient to pose a <br /> r continued threat to groundwater if the groundwater level rises above the hardpan layer in the <br /> future Field observation, in conjunction with laboratory data, also indicates that the soil beneath <br />' the tank excavation contains high concentrations of hydrocarbons Due to the limited number of <br /> sample borings, the extent and volume of contaminated soil cannot be determined at this time <br /> However, it is evident that this volume exceeds 750 cubic yards Excavation to remove the <br />' contaminated soil would reqwre the removal and stockpiling of a similar or larger volume of <br /> uncontaminated overburden Furthermore, excavation to a depth of 55 feet is not feasible <br />' Therefore, Upgradient concludes that remediation of soil contamination at this site cannot be <br /> achieved by conventional excavation techniques <br /> Although hydrocarbons are present in groundwater at the site, concentrations are relatively low <br /> Contaminant concentrations are also low in the vadose interval below the "hardpan zone" As <br /> pointed out in section 5 1, it appears that flaws in the hardpan (fractures, thin or nonexistent area, <br /> etc ) may have allowed contamination to reach groundwater Groundwater may have been <br /> contaminated prior to 1987, when the water table was above the hardpan The subsequent drop <br /> 1 <br />
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