Laserfiche WebLink
IBACKGROUND INFORMATION <br /> Proposed EL DORADO APARTMENTS <br /> t 2450 South El Dorado Street, Stockton, California <br /> IREGIONAL GEOLOGIC SETTING <br /> The property is situated within the Great Valley Geomorphic Province of California, a large, <br /> elongate, northwest trending, asymmetric structural trough The Great Valley Province has been <br /> filled with thick sequences of sediment ranging in age from Jurassic to Recent,creating a nearly flat- <br /> lying alluvial plain,extending from the Tehachapi Mountains in the south to the Klamath Mountains <br /> in the north The western and eastern boundaries of this province are comprised of the California <br /> Coast Range and the Sierra Nevada, respectively Rocks composing the basement complex of the <br /> province have not been completely defined but are believed to be metamorphic and igneous in origin <br /> The northern and southern portions of the Great Valley Province have been designated the <br /> Sacramento and San Joaquin Valleys, respectively <br /> IBased on the General Soil Map from the San Joaquin County.Soil Survey, published by the United <br /> States Department of Agriculture Soil Conservation Service in 1992, the site area is within the <br /> Jackson-Hallenbeck-Stockton (JHS) association The JHS soils are located within basins, and <br /> generally consist of moderate to poorly drained fine textured soils The soils are generally derived <br /> from both marine and non-marine sediment, and are generally farmed in alluvium derived from <br />� . mixed rock sources <br /> The Modesto,Riverbank, Turlock Lake Formations and overlying recent alluvium are the principal <br /> sources of domestic groundwater in the 13,500-square-mile San Joaquin Valley Ground Water Basin <br /> (Basin 5-22) This basin is drained pnmanly by the San Joaquin River The nearest surface water <br /> feature in the vicinity of the property is the Old River,approximately 2 5 miles west of the property <br /> PREVIOUS SITE ASSESSMENT <br /> Previous site assessments on the property include <br />' February 2002 - A geotechnical investigation was conducted at the site by Raney <br /> Geotechnical Inc (RGI) During the course of the investigation, soil samples collected from <br /> two borings (134 and B5) were noted as having a"gasoline odor" <br />' 0 May 2002 - Five soil borings (B-1 through B-5) were advanced at the site by Construction <br /> Testing & Engineering, Inc (CTE) to determine the nature and extent of soil possibly <br />' impacted by petroleum hydrocarbons Soil samples collected from three of the five soil <br /> borings (B-1, B-2 and B-5) contained concentrations of total petroleum hydrocarbons <br /> quantified as gasoline (TPH-g), diesel (TPH-d) and/or motor oil (TPH-mo) The highest <br />' detected concentrations were found in soil samples collected from borings B-2 and B-5 at <br /> depths of 10 and 15 feet below surface grade (bsg), respectively, however, additional <br /> laboratory analysis of the 15-foot sample from bonng B-5 did not detect volatile organic <br /> 1 <br />