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ARCHIVED REPORTS_XR0006202
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0006202
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Last modified
4/10/2020 5:15:50 PM
Creation date
4/10/2020 2:43:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006202
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 <br /> 2. SITE BACKGROUND <br /> 2.1 SITE LOCATION AND LAND USE <br /> Former Exxon Retail Site 7-3942 is a vacant lot located at 4444 North Pershing Avenue, <br /> Stockton, California, on the southeast corner of the intersection of North Pershing Avenue and <br /> Rosemarie Lane (Figure 1) Three grades of gasoline and used oil were stored in four <br /> underground storage tanks, which were removed in July 1986 <br /> 2.2 SITE HISTORY <br />' From January 1987 to April 1988, 10 groundwater monitoring wells (MW 1—MW 10) were <br /> installed on and off the site, monitoring wells MW 1—MW7 were installed on the site and <br />' MWS—MW 10 were installed off the site Groundwater recovery wells RW 1—RW3 were installed <br /> on the site in May 1990 From January through April 1991, EA installed IW 1, P1, P2, RW4, <br /> VI—V4, MW 11, MW 12, on and off the site The locations of all wells except offsite well MW 11 <br /> are shown in Figure 2 <br /> In February 1997, water was found approximately 17-22 feet below ground surface (bgs) The <br />' approximate groundwater flow direction at the site in February 1997 was to the northeast, with a <br /> gradient of approximately 0 007 Soils consist largely of clay and silt down to 46-50 feet bgs, <br /> the clay and silt are interrupted locally by lenses of sand, clayey sand, silty sand, and gravel <br /> Some of the lenses of coarse sediment are more than 5 feet thick Below 46-50 feet, the soil is a <br /> well-cemented dry, silty clay <br /> In the past, liquid-phase hydrocarbons (LPH) have been found in wells MW3, MW6, RW3, V1, <br /> V2, and V4, as documented in quarterly groundwater monitoring reports In December 1992, <br /> passive skimmers were installed in wells RW3 and VI to recover LPH During past quarterly <br />' groundwater sampling events, petroleum hydrocarbons have been detected in groundwater <br /> samples collected from all wells except MW 11 and MW 12, which are the most-downgradient <br /> wells and are located off the site Historical gauging data and analytical results are provided in <br />' Table 1 (EA 1997) <br />' A Shell service station and a 7-11 food and gasoline service store are located on the southwest <br /> and northwest corners, respectively, of the intersection of North Pershing Avenue and Rosemarie <br /> Lane Previous laboratory analyses have consistently identified Total Petroleum Hydrocarbons <br />' as gasoline (TPH-g) and benzene, toluene, ethylbenzene, and total xylenes (BTEX) in <br /> groundwater samples collected from MW8 and MW9, which are located adjacent to the Shell site <br /> and the 7-11 site, upgradient and crossgradient of former Exxon RS 7-3942 Soil and <br /> groundwater investigations have been conducted at the Shell site, which is upgradient of former <br /> Exxon RS 7--3942 <br /> In October 1990, EA submitted a Combined Work Plan to Remediate Soil and Groundwater (EA <br /> 1990) In this plan, EA proposed to remediate groundwater using conventional technology <br /> available at the time a groundwater extraction, treatment, and reinfection system (GETS) <br /> Pursuant to the 1990 plan, EA installed the required wells for this remedial approach, but the <br /> WP61 73942 R01397 3 3 <br />
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