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WORK PLANS_FILE 2
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540573
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WORK PLANS_FILE 2
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Last modified
4/8/2020 4:18:20 PM
Creation date
4/8/2020 4:05:44 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
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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The water level continued to rise after 1995, and between 1998 and 2001 the water level <br /> vaned between 54 feet and 45 feet. At this depth, it was within the Modesto Formation <br /> channel deposit in some wells or just below it in others. The channel deposit is known from <br /> previous soil samples to be impacted by diesel fuel. Maximum diesel concentrations were <br /> detected in water samples from all wells during these years, regardless of whether the static <br /> water level was within the screened interval or not. For example, in GT-2 a concentration of <br /> 3,000 ppb was detected in October 1999, when the depth to groundwater was 54 feet (21 <br /> feet above the screened interval of the well). The maximum concentration in GT-1 was <br /> 3,400 ppb in March 1999, when the depth to groundwater was 45 feet (30 feet above the <br /> screen). Hence, it was not until after the water level rose into the Modesto Formation that <br /> diesel concentrations began to exceed 1,000 ppb. On this basis, we have concluded in past <br /> reports that these elevated concentrations are due to dissolution of diesel fuel when water is <br /> present in the shallower (Modesto) formation and that concentrations decline when the <br /> water level drops below the Modesto Formation. The data from GT-3, for example, strongly <br /> suggest this. Between March 1999 and October 1999,the water depth dropped more than 9 <br /> feet from the Modesto channel into the aquitard below this channel, and the diesel <br /> concentration declined from 1,400 ppb to 96 ppb. <br /> In our view, such data imply that groundwater contamination within the basal part of the <br /> Modesto Formation below a depth of 55 feet or within the upper part of the Riverbank <br /> Formation below 65 feet is extremely minor. If contamination were significant within <br /> groundwater in the Riverbank Formation, one would expect concentrations to increase <br /> when the water level is within the screened interval of this formation. Our view is further <br /> supported by the rapid decrease in diesel concentrations in soil,samples below the base of <br /> the Modesto Formation, and the fact that diesel concentrations are less than 25 ppm in 10 of <br /> 12 soil samples from the Riverbank Formation. This view is also consistent with the fact <br /> that diesel has a low solubility in water, and is therefore seldom present more than a few <br /> inches below the static water level when overall concentrations are low. Hence, one can <br /> argue that low concentrations (50-500 ppb in the recent past) of diesel have impacted <br /> groundwater in the Riverbank Formation and the depth of this impact is dependent on the <br /> depth to the soil-water interface, but one cannot reasonably argue that detectable diesel <br /> concentrations extend more than a few feet below the soil-water contact at any specific <br /> moment in time. Further, the only significant impact occurs when the soil-water contact is <br /> within the Modesto Formation,at a depth of less than 55 feet. <br /> Regarding further vertical assessment, EHD has suggested using a cone penetrometer to <br /> identify stratigraphic intervals that may- have high permeability and to collect grab <br /> groundwater samples. Two such hydrologic units are known from previous drilling and <br /> laboratory testing, as discussed below in Item 4. <br /> Item 4.Hydraulic Properties of the Sand Bodies <br /> EHD was also unable to locate information regarding the hydraulic properties of the sand <br /> bodies. Data regarding the hydraulic conductivity of the sand bodies were presented in the <br /> Problem Assessment Report. <br />
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