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SU0012952 SSCRPT
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SU0012952 SSCRPT
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Last modified
1/27/2020 10:03:22 AM
Creation date
9/4/2019 11:45:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0012952
PE
2626
FACILITY_NAME
UP-7-95
STREET_NUMBER
2705
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204-
APN
12308029
ENTERED_DATE
1/16/2020 12:00:00 AM
SITE_LOCATION
2705 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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\MIGRATIONS\C\COUNTRY CLUB\2103\SSC RPT.PDF
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EHD - Public
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F <br /> .� TERRA VAC <br /> t UTILITY SURVEY <br /> I and <br /> ` PLUME STABILITY EVALUATION <br /> Former Chevron Service Station 9-4054 <br /> 2103 Country Club Boulevard <br /> Stockton California <br /> INTRODUCTION <br /> The site, located at 2103 Country Club Boulevard in Stockton California, was formerly a <br /> Chevron service station. The site is currently a vacant lot (Figure 1). Environmental <br /> investigations conducted at the site have confirmed the presence of petroleum hydrocarbons in <br /> vadose zone soils and groundwater beneath the site. The site is surrounded by light commercial <br /> and residential properties. <br /> i- <br /> Terra Vac, at the request of Chevron Products Company, has prepared the following study to <br /> identify potential preferential pathways adjacent to the site that may contribute to contaminant <br /> res <br /> i transport to adjacent properties. The report will also document result of a biodegradation <br /> evaluation with regard to plume stability. <br /> HYDROGEOLOGY <br /> Available boring logs depicting the subsurface Iithology show the saturated zone is composed of <br /> fine grain silt and clay with interbedded units of silty sand and sand. Historical groundwater <br /> monitoring data indicate that the water table has fluctuated from a depth of approximately 10 feet <br /> � to a depth of approximately 22 feet during the past 10 years. Fourth quarter 1996 groundwater <br /> monitoring data show the depth to water to be from 13.5 to 14.7 feet below the ground surface. <br /> Groundwater flow has been predominately northeast. The gradient has ranged from 0.0002 to <br /> 0.007. Groundwater velocity_has been calculated to be 2.25 feet per year (EA Engineering, <br /> Science and Technology, Inc., October 1, 1987, Report of Investigation Chevron SS 9-40.54). <br /> The nearest surface water (Smith Canal) is approximately 1300 feet south of the site and flows <br /> east to west. Smith canal is a potential recharge source for groundwater beneath the site. <br /> BENZENE PLUME <br /> Fourth quarter 1996 groundwater sampling and monitoring analytical data indicate detectable <br /> benzene concentrations in groundwater beneath the site. A summary of fourth quarter 1996 <br /> analytical datais included in Appendix A. Figure 2 illustrates the lateral extent of the dissolved <br /> benzene plume base on these data. <br /> 1 <br /> I <br /> Project 30-0212 <br /> April 17, 1997 <br /> i <br />
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