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ARCHIVED REPORTS_XR0012345
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3500 - Local Oversight Program
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PR0545638
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ARCHIVED REPORTS_XR0012345
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Last modified
5/5/2020 1:15:00 PM
Creation date
5/5/2020 12:11:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012345
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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April 14, 1995 <br /> Page 3 <br /> • of approximate) 25 feet Occasional interla ered silt sands u to 50 feet thick were <br /> Y Y Y ( P ) <br /> found to the total depth explored <br /> Existing hydrocarbon concentrations in the soil appear to be limited to the area around <br /> the former product islands Soils in the vicinity of the northern product island at location <br /> VW-2, within the depth interval of 20 to 30 feet, were found to have TPH-g concentra- <br /> tions ranging from 1,400 to 17,300 ppm with benzene concentrations ranging from 0 27 <br /> to 28 ppm Within 15 feet of VW-2, at locations MW-2 and KB-2, soil concentrations <br /> decreased to below 28 ppm TPH-g and less than 1 ppm benzene between depths of 25 <br /> and 30 feet Soils within the 20- to 30-foot depth interval are within the capillary fringe <br /> of the highest anticipated groundwater level (approximate depth of 30 feet) Soils within <br /> the area of the northern product islands appear to be defined <br /> In the area around the southern product island, Boring KB-3 contained 239 ppm TPH-g <br /> and 112 ppm benzene Soils within this area were defined to the north by the tank <br /> excavation and to the south by Boring KB-4 An additional discussion of soils delinea- <br /> tion at the site is presented in Applied's report dated December 12, 1990 <br /> GROUNDWATER CONDITIONS <br /> Groundwater occurs beneath the site within the fine-grained deposits, currently between <br /> • approximate depths of 44 to 48 feet Groundwater flow at the site has consistently been <br /> observed (since 1988) to the northeast at an average gradient of 0 002 The maximum <br /> groundwater fluctuation was noted in Well MW-1 at 17 5 feet between 1988 and 1993 <br /> Because of the fluctuations in groundwater, Wells MW-1 and MW-2 were dry between <br /> 1990 and 1992 Well MW-3 continued to be dry through the first quarter 1993 <br /> Separate-phase hydrocarbons have never been observed in site wells Historically, the <br /> 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 Woik Plan dated August 6, 1993, indicate that the configuration of the <br /> hydrocarbon plume has remained relatively stable over the 4-year period Based on <br /> recent groundwater monitoring data collected by MPDS, Inc during February 1995, <br /> hydrocarbons beneath the site remain stable PACIFIC attributes this finding to the <br /> combination of the fine-grained sediments underlying the site, the relatively shallow <br /> gradient, and the effects of natural attenuation and degradation processes <br /> PROPOSED SCOPE OF WORK <br /> The site is underlain by fine-grained material and the groundwater gradient has consis- <br /> tently been relatively shallow Because of these conditions, the hydrocarbon plume has <br /> • remained almost unchanged since 1989 All underground tanks and lines have been <br /> 3100403A1WORKPLAN <br />
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