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Site Assessment Report,Site Conceptual Model,and Site Investigation Work Plan <br /> R& L Diesel Services,2417 West Lane, Stockton, California, 95205 <br /> Tertiary deposits incorporate the Pliocene-recent flood basin deposits, the Pliocene-Pleistocene <br /> Laguna Formation and the Miocene Pliocene Mehrten Formation. The Pliocene-recent flood <br /> basin deposits are exposed in the delta area of the Sang Joaquin Valley. They are essentially <br /> fine-grained transported versions of the Laguna, Riverbank, and Modesto Formations and <br /> recent deposits. This unit's thickness ranges from 0 to 11,400 feet and has low permability. The <br /> 1 ' Pliocene-Pleistocene Laguna Formation consists of discontinuous stream-laid sand and silt with <br /> -" minor amounts of clay and gravel. The thickness ranges from 400-1000 feet, and permeability <br /> ranges from moderate-high. The Miocene-Pliocene Mehrten Formation is composed of <br /> moderately-well indurated andesitic sand and sandstone with conglomerate interbeds. The <br /> F thickness ranges from 400-600 feet in the Stockton area. <br /> Site-specific geology is unavailable as logging lithologylduring drilling activities was not <br /> conducted during the March 2008 sampling event. However, there are two.open sites nearby <br /> - (American Forest Products approximately 0.2 miles north on the west side of West Lane and <br /> Pacific Pride approximately 0.5 miles north on the east side of West Lane)with available public <br /> P, groundwater and/or lithologic data. Advanced GeoEnviromental, Inc., the environmental <br /> consulting company working on the Pacific Pride site, has installed five monitoring wells while <br /> logging borehole lithology. Collaboratively summarizing the five logs reveals a profile of clayey <br /> silt to 5 feet bgs, sandy silt to 10 feet bgs, silty sand to 20 feet bgs, clayey sandy silt and silty <br /> sand to 55 feet bgs, sand to 65 feet bgs and sandy silt t680 feet bgs. Drilling at the R&L site <br /> has encountered a tight, hard clay layer at approximately 40 feet below grade which caused <br /> refusal for the geoprobe being used to advance the boriings. <br /> 2.2.2 Hydroaeolocly <br /> The eastern San Joaquin Valley is the southernmost section of the Great Valley Geomorphic <br /> f Province, a broad basin bordered by the Sierra Nevada on the east and Coast Range Complex <br /> to the west. The San Joaquin Subbasin is composed of unconsolidated and serhiconsolidated <br /> sedimentary deposits, bordered by the Modesto, Delta-Mendota, and Tracy Subbasins to the 4 <br /> , south, southwest and west, respectively. The San Joaquin Subbasin is drained by the San <br /> Joaquin River and its tributaries northward and discharges into the San Francisco Bay. Annual <br /> precipitation ranges from 11 inches in the southwest to 25 inches in the northeast. <br /> y <br /> The aquifer system consists of the late Tertiary to Quaternary-aged continental deposits <br /> detailed previously in the Geology section, with the upper Quaternary deposits being moderately <br /> Fto highly permeable and the lower Tertiary deposits ranging in permeability from low to high. <br /> No site-specific groundwater gradient data is available however, there are two open sites <br /> Fsnearby (American Forest Products approximately 0.2 miles north on the west side of West Lane <br /> and Pacific Pride approximately 0.5 miles north on the east side of West Lane) with available <br /> public groundwater and/or lithologic data. <br /> Advanced GeoEviromental, Inc., the environmental consulting company working on the Pacific <br /> Pride site, has installed five monitoring wells (MW-1 MW, -5). According to their first quarter <br /> 2008 monitoring report, depth to water ranged from 43.36 feet bgs to 47.25 feet bgs and <br /> F] groundwater elevation ranged from 29.20 to 29.44 feet below mean sea level (MSL). The <br /> t groundwater gradient was southwest at 0.003 feet/foot. I URS, the environmental consulting <br /> company working on the American Forest Products site, have installed nine monitoring wells <br />'A (DMW-I-DMW-9). According to their third quarter 2007 imonitoring report, depth to water <br /> ranged from 44 to 45 feet bgs and the groundwater elevation was approximately 27 feet below <br /> MSL. The groundwater gradient was northeast at 0.003 feetlfoot. <br /> F1, <br /> F1 <br />