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REGIONAL GEOGRAPHIC SETTING <br /> The property is located just east of Highway 99, between Waterloo <br /> Road, (Highway 88, ) and Fremont Street, (Highway 26, ) about 2-3 <br /> miles east of City Hall. The area is zoned for manufacturing and <br /> light industrial use; there are no residences in the immediate <br /> area. The Stockton Diverting Canal is a short distance to the <br /> east, and a spur of the Stockton Terminal Eastern RR is just to <br /> the south. PLATE I gives more details of the immediate area. <br /> GEOLOGIC & GEOMORPHIC_ PROVINCE <br /> The site is located near the southern end of the Sacramento <br /> Valley about 1 1/2 miles south of the Calaveras River and 3 miles <br /> northeast of the Stockton Deepwater Channel. Sediments in this <br /> area have been derived primarily from reworked maternal from <br /> meandering streams and flood plain deposits. The original source <br /> is outwash and erosion of the volcanic and metamorphic rocks <br /> formed during the uplifting of the Sierra Nevada Batholith to the <br /> east. The topography is one of very low relief, with drainiage <br /> towards the west-southwest at about 5 feet per mile. PLATE II is <br />• a portion of a USGS quadrangle sheet showing the location of the <br /> property is relation to surrounding geologic features. <br /> SOIL TYPES <br /> According to the 1952 publication issued by the University of <br /> California, Berkeley, surface soils in this area are classified <br /> as Stockon Adobe clay, which is derived from reworked basin <br /> sediments. It is generally dark gray, fine textured, with a <br /> Storie Index of 24. It is typically underlain by calcareous <br /> subsoils containing hardpan or hardpan-like substratum The <br /> sediments encountered at this location generally conformed to <br /> that description, except at the southern end of the excavation, <br /> where a lease or pod of sandy clay was encountered. PLATE III, <br /> showing general soil types in the area, is from that 1952 <br /> publication. Detailed description of the sediments penetrated by <br /> the soil borings and monitoring wells are given later in this <br /> report. <br /> DEPTH TO GROUNDWATER <br /> A review of San Joaquin Co. Flood Control Maps indicates that <br /> the highest water level in this area occurred in the spring of <br /> 1986 - approximately 45' bgl at this location. Refer to PLATEN <br /> for a portion of that map. Groundwater was measured at approxi- <br /> mately 66 feet bgl, (39' MSL, ) during the latest quarterly moni- <br /> 0 <br /> toring done on August 1, 1994, the highest levels since measure- <br /> ments began in June, 1993. This is some 8' higher than the <br /> 2 <br />