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ARCHIVED REPORTS_XR0006241
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540885
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ARCHIVED REPORTS_XR0006241
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Last modified
4/10/2020 5:05:46 PM
Creation date
4/10/2020 3:05:45 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006241
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 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 <br /> storage tanks, which were removed in July 1986 <br /> On 23 February 1993, the 4 groundwater monitoring wells (MW8 and MW10-MW12), four <br /> groundwater recovery wells (RW1--RW4), two vapor extraction wells (V1 and V4), and two <br /> piezometers (P1 and P2) were sampled The samples were analyzed for petroleum <br /> hydrocarbons Figure I a shows the locations of all wells on and off the site (except MW 11), <br /> and the locations of former site facilities Figure lb shows the vicinity of RS 7-3942 and <br /> locations of all wells off the site <br /> Passive liquid-phase hydrocarbon (LPH) skimmers were installed in wells RW3 and VI on <br /> 11 December 1992 On 27 December 1992, the skimmers were checked for LPH No LPH <br /> was measured in either of the skimmers or in any of the monitoring wells on or off the site <br /> 2. SUMMARY OF CURRENT STATUS <br /> Groundwater monitoring wells MW 1-MW7 were installed on the site and MW8-MW 10 were <br /> installed off the site between January 1987 and April 1988 RW1-RW3 were installed on the <br /> site in May 1990 From January through April 1991, EA installed IW1, P1, P2, RW4, <br /> V1-V4, MW 11, MW 12, and two vapor monitoring cluster wells on and off the site Water is <br /> presently found at 30 feet below ground surface at the site (In 1987, groundwater was found <br /> at 18 feet below ground surface ) The inferred direction of the groundwater gradient is east <br /> to northeast at a magnitude of 0 01 Soils beneath the site consist of clayey and silty alluvial <br /> sediments to a depth of 10 to 15 feet below ground surface Between 10 to 15 feet and 35 to <br /> 40 feet the soils consist of coarser sediments—clayey sands, sands, and gravels hat are <br /> intersected by discontinuous clayey lenses ranging from a few feet to 25 feet in ttuckness. <br /> The coarser sediments are underlain by clays and silts to an unknown depth The <br /> groundwater table has dropped approximately 12 feet since 1987 <br /> Petroleum hydrocarbons have been detected in all wells sampled except MW 11 and MW 12, <br /> which are the wells farthest downgradient of the site Petroleum hydrocarbons are <br /> concentrated in the northeast quadrant of the site, in the area around and downgradient of the <br /> Itank field, and off the site to the northeast of the former tank field LPH has been measured <br /> in wells MW3, MW6, RW3, V1, V2, and V4 A proposed combined soil vapor extraction <br /> (SVE) system and groundwater extraction and treatment (GET) system will remediate the soil <br /> and groundwater by catalytic oxidation of petroleum hydrocarbons in the extracted soil vapors <br /> and carbon adsorption of petroleum hydrocarbons in the extracted groundwater Air sparging <br /> will assist in the in situ removal of hydrocarbons from the groundwater Treated groundwater <br /> may be re-infected along the northwest border of the site in order to prevent hydrocarbons <br /> from being drawn across Pershing Avenue (see results from MW8) <br /> 73942(1)/Q293/TX 3 I <br /> I <br />
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