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ARCHIVED REPORTS_XR0012360
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3500 - Local Oversight Program
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PR0545638
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ARCHIVED REPORTS_XR0012360
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Last modified
5/5/2020 1:19:22 PM
Creation date
5/5/2020 12:14:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012360
RECORD_ID
PR0545638
PE
3528
FACILITY_ID
FA0005998
FACILITY_NAME
UNION OIL SS#2859
STREET_NUMBER
1665
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
13702031
CURRENT_STATUS
02
SITE_LOCATION
1665 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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October 4, 1994 <br /> Page 3 <br /> i' Existing hydrocarbon concentrations in the soli appear to be limited to the area <br /> around the former product islands Soils in the vicinity of the northern product <br /> island at location VW-2,within the depth interval of 20 to 30 feet, were found to <br /> have TPH-g concentrations ranging from 1,400 to 17,300-ppm with benzene <br /> concentrations ranging from 0 27 to 28 ppm Within 15 feet of VW-2, at locations <br /> MW-2 and KB-2, soil concentrations decreased to below 28 ppm TPH-g and less <br /> than 1 ppm benzene between depths of 25 and 30 feet Soils within the 20- to <br /> 30-foot depth interval are within the capillary fringe of the highest anticipated <br /> groundwater level (approximate depth of 30 feet) Soils within the area of the <br /> northern product islands appear to be defined <br /> In the area around the southern product island, Boring K133 contained 239 ppm <br /> TPH-g and 112 ppm benzene. Soils within this area were defined to the north by <br /> the tank excavation and to the south by Boring K134. An additional discussion of <br /> soils delineation at the site is presented in Applied's report dated December 12, <br /> 1990 <br /> Groundwater Conditions <br /> Groundwater occurs beneath the site within the fine-grained deposits, currently <br /> between approximate depths of 44 to 48 feet. Groundwater flow at the site has <br /> • consistently been observed (since 1988) to the northeast at an average gradient of <br /> 0.002 The maximum groundwater fluctuation was noted in Well MW-1 at <br /> 17 5 feet between 1988 and 1993. Because of the fluctuations in groundwater, <br /> Wells MW-1 and MW-2 were dry between 1990 and 1992. Well MW-3 continued <br /> to be dry through the first quarter 1993. <br /> Separate-phase hydrocarbons have never been observed in site wells Historically, <br /> the highest hydrocarbon concentrations have been observed in on-site monitoring <br /> Wells MW-2 and MW-6 PACIFIC previously analyzed five sets of groundwater <br /> analytical data between 1989 and 1993. The results of the analysis,presented in <br /> PACIFIC's Work Plan dated August 6, 1993, indicate that the configuration of the <br /> hydrocarbon plume has remained relatively stable over a 4-year period PACIFIC <br /> attributes this finding to the combination of the fine-grained sediments underlying <br /> the site, the relatively shallow gradient, and the effects of natural attenuation and <br /> degradation processes <br /> SCOPE OF WORK <br /> The investigation was conducted on July 14, 1994, to determine the extent of <br /> hydrocarbons in soil and groundwater in crossgradient and upgradient directions <br /> from the site, relative to the northeasterly direction of groundwater flow The <br /> scope of work for the investigation included drilling and constructing two off-site <br /> groundwater monitoring wells (Wells MW-8 and MW-9), field screening of <br /> 31004002/MWINSTAL <br />
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