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File No. 20-3978-01.W U KLEINFELDER <br /> January 22, 1997 <br /> ATTACHMENT A <br /> SOIL SAMPLING AND ANALYSIS <br /> UNDERGROUND STRUCTURES AND BEET SEED WAREHOUSE <br /> (PHASE I ESA RECOMMENDATION NUMBER 13 AND 2) <br /> FORMER SPRECKELS SUGAR PLANT NO. 2 <br /> 18800 S. SPRECKELS ROAD <br /> MANTECA, CALIFORNIA <br /> 20-3978-01.W 13 <br /> January 22, 1997 <br /> INTRODUCTION <br /> Kleinfelder has conducted a Phase 1 Environmental Site Assessment (ESA) of the <br /> property known as the Former Spreckels Sugar Plant in Manteca, California (Kleinfelder <br /> Job No. 20-3978-01.P01, dated October 18, 1996). Plate I shows the location of the <br /> Spreckels property. <br /> Underground structures are or were historically present on site. These structures include <br /> a former fuel or steam line (addressed in proposal 20-3978-01.WR7), truck and railroad <br /> scales, below slab factory drains, the former underground beet flume and the drainage <br /> canal which formerly transported condenser water off-site. <br /> According to recent information provided by Mr. Frank Nelson of Spreckels <br /> Development Company, the truck scales at the Spreckels Manteca Factory are mechanical <br /> and do not utilize hydraulic fluid. Additionally, Mr. Nelson indicated that he believed <br /> that the railroad scales are also mechanical because of their age and because of the lack of <br /> a power supply for a hydraulic pump for the railroad scales. Therefore, the truck and <br /> railroad scales have been eliminated from the scope of work for this proposal. <br /> The below slab factory drains, and the water lines transporting wastewater from the <br /> factory to the waste water ponds are planned for only limited evaluation at this time. The <br /> drains and waste water lines are largely inaccessible due to their location beneath the <br /> existing factory structures. However, the main factory building has a unique foundation <br /> design in use. That foundation generally consist of approximately a 1-foot thick concrete <br /> slab held up by piers ranging in height from 4 to 8 feet which are underlain by a slab <br /> which is approximately 1 to 2 feet in thickness. The bottom slab is sloped to the south <br /> end of the building to accommodate large equipment. Where the piers do not exist, the <br /> interstices of the two slabs are filled with native sandy soils. It is unlikely that significant <br /> concentrations of contaminants would be found in the soils beneath the waste water line <br /> 20-3978-01.W131207PE030 Page 1 of 6 01997. Kleinfelder,Inc. <br />