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Phase II Environmental Site Assessment <br /> Manteca Multimodal Station Project, Southeast of Moffat Boulevard and Main Street,Manteca,California <br /> Coast Range and the Sierra Nevada,respectively. Rocks composing the basement complex of <br /> the province have not been completely defined but are believed to be of metamorphic and <br /> igneous origin. The Great Valley Province has been subdivided into two major sections <br /> identified as the Sacramento and San Joaquin Valleys. <br /> Site Geology <br /> The Geologic Map of the San Francisco-San Jose Sheet Quadrangle indicates the site is <br /> underlain by dune and eolian sand deposits. The United States Department of ALYriculture <br /> (USDA)web soil survey for the site indicates that the soil type present in the site vicinity is <br /> Delhi-Urban land complex. The Delhi soil is formed on wind-modified alluvium derived from <br /> granitic rocks and typically consists of very deep, excessively drained, loamy sand (upper 10- <br /> inches)and sand(10-inches to 60-inches depth). Urban Land Complex soils include areas <br /> covered by roads, driveways, sidewalks, parking lots, buildings, and other structures. <br /> Based on the previous assessment conducted at the site by Wm. J. Hunter and Associates in <br /> 1992,the following lithology was observed during the installation of a former onsite <br /> groundwater monitoring well: <br /> Surface layer of asphalt <br /> • 0 to 10 feet below grade: dark brown, slightly damp sandy loam <br /> 10 to 11.5 feet below grade: tan, moist, sandy loam <br /> • 11.5 to 15 feet below grade: tan clayey sand <br /> • 15 to 19.5 feet below grade: Clean, loose, slightly damp, coarse sand <br /> • 19.5 to 25 feet below grade: Damp, very coarse, clayey sand and gravel <br /> 0 25 feet below grade: first encountered groundwater <br /> • 25 to 35 feet below grade: very wet, loose, coarse sand and gravel <br /> During the current assessment,Rincon advanced five borings to 25 feet along the southern <br /> property boundary adjacent to the railroad right-of-way. Soil samples were collected at 5 foot <br /> intervals to 25 feet below grade. The soil in the borings consisted of silty sand and sand from <br /> surface to between 14 and 18 feet below grade, and clay and sandy clay from between 14 and 18 <br /> feet below grade to 25 feet below grade. <br /> Regional Groundwater Occurrence and Quality <br /> The site is located within the Eastern San Joaquin Subbasin of the San Joaquin Valley <br /> Groundwater Basin. The San Joaquin Valley comprises the southernmost portion of the Great <br /> Valley Geomorphic Province of California. The Great Valley is a broad structural trough <br /> bounded by the tilted block of the Sierra Nevada on the east and the complexly folded and <br /> faulted Coast Ranges on the west. The Eastern San Joaquin Subbasin is defined by the areal <br /> extent of unconsolidated to semiconsolidated sedimentary deposits that are bounded by the <br /> Mokelumne River on the north and northwest; San Joaquin River on the west; Stanislaus River <br /> on the south; and consolidated bedrock on the east. The Eastern San Joaquin Subbasin is <br /> bounded on the south, southwest, and west by the Modesto, Delta-Mendota, and Tracy <br /> Subbasins,respectively and on the northwest and north by the Solano, South American, and <br /> Cosumnes Subbasins. The Solano and South American are subbasins of the Sacramento Valley <br /> Groundwater Basin. The Eastern San Joaquin Subbasin is drained by the San Joaquin River and <br /> r Rincon Consultants <br /> 6 <br />