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SITE-SPECIFIC HEALTH AND SAFETY PLAN FOR PHASE II ENVIRONMENTAL SITE ASSESSMENT <br /> Site Background and Chemical Hazards <br /> July 7, 2023 <br /> ,i7E BACKGROUND AND CHEMICAL HAZARDS <br /> The Site is located at the southeast corner of West Lane and Alpine Avenue in Stockton, California. The <br /> site is further located in Township 2 North, Range 6 East, Section 30 Mount Diablo Base and Meridian <br /> (Stockton West Quadrangle, 7.5-Minute USGS Topographic Series, 1968, photo revised 1987), in a <br /> topographically flat area at an elevation between 5 and 10 feet above mean sea level. The San Joaquin <br /> County Tax Assessor's Office lists the site's boundaries as Parcel 17 on Map 080 in Book 117 (APN 117- <br /> 080-17). (AGE, 2009) <br /> This site is currently an abandoned Pacific Pride commercial fueling station which had an open case with <br /> the San Joaquin Environmental Health Department(Case# 1288);the case was closed on January 5, 2010 <br /> Prior to 1985, the site was utilized as a retail fueling station. In approximately 1995, the site was converted <br /> to a commercial card-lock fueling station (Pacific Pride) until approximately 1998. While operating as a <br /> commercial card-lock fueling station, Pacific Pride utilized two 10,000-gallon gasoline and one 10,000- <br /> gallon diesel USTs (Figure 2). The USTs were removed from the site in February 1999. AGE has no <br /> knowledge of property usage prior to 1985. <br /> Two UST Unauthorized Release (Leak)/Contamination Site Reports (UAR) were filed by San Joaquin <br /> County Environmental Health Department(EHD)on 01 March 1989 and 17 May 1999; as a result,the EHD <br /> directed that a subsurface investigation be performed beneath the UST area. <br /> Two 10,000-gallon gasoline and one 10,000-gallon diesel USTs were removed from the site on 24 February <br /> 1999. Soil samples were collected from beneath the tank pit and product piping and were submitted to a <br /> California Department of Public Health (CDPH)-certified laboratory for analysis of petroleum hydrocarbon <br /> constituents. Total petroleum hydrocarbons quantified as gasoline, diesel and motor oil (TPH-g,TPH-d and <br /> TPH-mo, respectively)were not detected in soil samples collected beneath the former USTs; however TPH- <br /> d and TPH-mo was detected beneath the product piping samples at concentrations as high as 15 milligrams <br /> per kilogram (mg/kg) and 92 mg/kg, respectively. Benzene, toluene, ethylbenzene and xylenes (BTEX <br /> compounds) were detected in samples collected beneath the USTs and product piping at concentrations <br /> ranging as high as 7.3 mg/kg xylenes. Methyl tertiary butyl ether(MTBE)was detected in samples collected <br /> from stockpiled soil, piping and the UST pit at concentrations as high as 3.5 mg/kg. Total lead was detected <br /> in samples collected beneath product piping at concentrations ranging as high as 40 mg/kg. Subsequently, <br /> the EHD required an assessment of the lateral and vertical extent of the hydrocarbon impact. <br /> Based on the analytical results of soil samples collected during the above February 1999 UST removal <br /> event, a preliminary site investigation was required by the EHD by letter dated 03 June 1999. The following <br /> is a brief summary of the site assessment investigations conducted at the site to date: <br /> • 31 August 1999 - Six soil borings (P-1 through P-6)were advanced at the site to depths of 35 feet <br /> bsg (Figure 2). Laboratory analysis of soil samples detected TPH-g from borings P-1, P-3 and P-4 <br /> at concentrations as high as 60 mg/kg; TPH-d was detected in the same borings at concentrations <br /> as high as 110 mg/kg. BTEX compounds were detected in soil samples collected from P-3 and P-4 <br /> at concentrations as high as 4.4 mg/kg; MTBE was detected in soil samples collected from P-1, P- <br /> 3, P-4 and P-5 at concentrations as high as 39 mg/kg. Analytical results of soil samples are <br /> summarized in Tables 1 and 2. Field procedures and sample results were outlined in Preliminary <br /> Investigation and Evaluation Report, dated 11 November 1999. <br /> • 05 and 06 June 2000 - One soil boring (P-7)was advanced to 65 feet bsg and three ground water <br /> monitoring wells (MW-1, MW-2 and MW-3)were installed at the site to depths of 60 feet bsg (Figure <br /> 2). A total of seventeen soil samples were collected from MW-1, MW-2, MW-3, P-7 and submitted <br /> for laboratory analysis of TPH-g, TPH-d, BTEX, MTBE, ethyl tertiary butyl ether (ETBE), tertiary <br /> Stantec <br /> 3.2 <br />