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ARCHIVED REPORTS_XR0006233
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540885
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ARCHIVED REPORTS_XR0006233
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Last modified
4/10/2020 4:59:21 PM
Creation date
4/10/2020 2:55:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006233
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. INTRODUCTION <br /> Former Exxon Retail Site (RS) 7-3942 is a vacant site located at 4444 North Pershing <br /> Avenue, Stockton, California, on the southeast corner of the intersection of North Pershing <br /> Avenue and Rosemarie Lane Three grades of gasoline and used oil were stored in four <br /> underground storage tanks, which were removed in July 1986 <br /> Groundwater monitoring wells MW 1-MW7 were installed on the site and MW8--MW 10 were <br /> finstalled off the site between January 1987 and April 1988 RW 1-RW3 were installed on the <br /> site in May 1990 From January through April 1991, EA installed IW1, P1, P2, RW4, <br /> VI-V4, MW 11, 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 /> Soils beneath the site consist of clayey and silty alluvial sediments to a depth of 10--15 feet <br /> below ground surface Between 10-15 feet and 35-40 feet the soils consist of coarser <br />' sediments—clayey sands, sands, and gravels—that are interbedded with discontinuous clayey <br /> lenses ranging from a few feet to 25 feet in thickness The coarser sediments are underlain <br /> by clays and silts 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 sampling has consistently found TPH-g and BTEX in MW8, <br /> which is located adjacent to the Shell site, upgradient of former Exxon RS 7-3942 <br /> On I November 1994, groundwater from six monitoring wells (MW1, MW8, MW9, MW10, <br /> MW 12, and MW 13), three groundwater recovery wells (RW 1, RW3, and RW4), two <br /> piezometers (P1 and P2), one soil vapor extraction well (V2), and one infection well (1W1) <br />' was purged and sampled Figure 1 shows the locations of all wells on and off the site, except <br /> MW11, and the locations of former site facilities Figure 2 shows the vicinity of former <br /> Exxon RS 7-3942 and locations of all wells off the site <br /> 2. SUMMARY OF RESULTS <br /> On 1 November, wells were monitored for the presence of liquid-phase hydrocarbons and <br /> water levels in all wells on and off the site (with the exception of wells MW7, NMI 1, SW1, <br />' and SW2) were measured with an optical interface probe The depth to water in all wells <br /> accessed ranged from 27 64 feet to 33 97 feet below ground surface The approximate <br /> groundwater flow direction on 1 November was to the north-northeast, with a gradient of <br />' 0 008 (Figure 3), consistent with previous groundwater monitoring data for the site <br /> Groundwater elevations have decreased approximately 0 35 feet since the previous quarter <br /> Groundwater elevation data for 1 November are presented in boldface type in Table 1, along <br /> with previous data Field documents are included as Appendix A <br /> 73942Q1194 2 1 <br />
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