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ARCHIVED REPORTS_XR0006232
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540885
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ARCHIVED REPORTS_XR0006232
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Last modified
4/10/2020 5:00:26 PM
Creation date
4/10/2020 2:54:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006232
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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16 <br /> 1. INTRODUCTION <br /> Former Exxon Retail Site (RS) 7-3942 is a vacant site located at 4444 North Pershing Avenue, <br /> Stockton, California, on the southeast corner of the intersection of North Pershing Avenue and <br /> Rosemarie Lane Three grades of gasoline and used oil were stored in four underground storage <br /> tanks, which were removed m July 1986 <br /> Groundwater monitoring wells MW i—MW 10 were installed on and off the site between <br /> January 1987 and April 1988 Groundwater extraction wells RW 1—RW3 were installed on the <br /> site in May 1990 From January through April 1991, EA installed infection well IW1, <br /> piezometers P1 and P2, extraction well RW4, soil vapor wells VI—V4, groundwater monitoring <br /> wells MW 11 and MW 12, and two vapor monitoring cluster wells on and off the site Two air <br /> sparging wells (SWI, SW2) and one offsite monitoring well (MW13) were installed in <br />' May 1993 <br /> The soil beneath the site consists of clay and silt to a depth of 10-15 feet below ground surface <br /> Between 10-15 feet and 35-40 feet the soil consists of clayey sand, sand, and gravel interbedded <br /> with discontinuous clay lenses ranging from a few feet to 25 feet in thickness These sediments <br /> are underlain by clay and silt to an unknown depth <br />' A Shell service station and a 7-11 food and gasoline service store are located at the southwest <br /> and northwest corners, respectively, of the intersection of North Pershing Avenue and <br /> Rosemarie Lane Previous laboratory analyses have consistently identified TPH-g and BTEX in <br /> groundwater samples collected from MW8, which is located adjacent to the Shell site, <br /> upgradient of former Exxon RS 7-3942 <br /> On 17 February 1995, groundwater from seven monitoring wells (MW I, MW4, MWS, MW9, <br /> MW 10, MW 12, and MW 13), four recovery wells (RW 1, RW2, RW3, and RW4), one <br /> 1 piezometer(P1), one soil vapor extraction well (V3), and one infection well (1W 1) was purged <br /> and sampled Figure 1 shows the locations of all wells on and off the site, except MW11, and <br /> the locations of former site facilities Figure 2 shows the vicinity of former Exxon RS 7-3942 <br />' and locations of all wells off the site <br /> 2. SUMMARY OF RESULTS <br />' On 17 February, wells were monitored for the presence of liquid-phase hydrocarbons and water <br /> levels in all wells on and off the site were measured with an optical interface probe The depth <br /> to water in all wells ranged from 25 00 feet to 3176 feet below ground surface The <br />' approximate groundwater flow direction on 17 February was to the north-northeast, with a <br /> gradient of approximately 0 008 (Figure 3), which is consistent with previous groundwater <br /> monitoring data for the site Groundwater table elevations have increased approximately <br /> 2 6 feet since the previous quarter Groundwater table elevation data for 17 February are <br /> presented in boldface type in Table 1, along with previous data Field documents are included <br /> as Appendix A <br /> WP61 73942Q295 2 1 <br />
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