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' F E S T E R ! G E 0 L 0 G , C I: E SOL) R C E S , IN' C <br /> ?lag E FRA,\USCO BOl'LE\ARD Sl171F B <br /> SA1 RAYAEL CALIFORMA 94901 <br /> 41 1437 7-n9� FAA 41�r4-,7 8�2i <br /> 28 November 1989 <br /> Eleanor Ratliff <br /> San Joaquin Local Health District <br /> 1601 East Hazelton Avenue <br /> Stockton, CA 95201 <br /> Re Soil Stockpile Disposal <br /> Safeway Meat Packing Facility <br /> J- 1111 Navy Drive <br /> Stockton, Cahforma <br /> WGR Job #7-076 03 <br /> y <br /> Dear Ms Ratliff <br /> This letter report presents the results of the analysis of soil and pea gravel samples collected <br /> by Western Geologic Resources, Inc (WGR) from the stockpiles at the Safeway Meat Packing Facility <br /> in Stockton, California (Figure 1) One pile consists of soil and the other consists of pea gravel vvith an <br /> approximate total volume of 1,200 cubic yards The purpose of the samphngs is to demonstrate that the <br /> soil in question is not a hazardous material and can be removed from the site and spread on the <br /> Y <br /> adloinirig open field owned by Safeway (Figure 2) Similarly, Safeway would like to spread the pea <br /> i <br /> gravel around the existing sewage treatment pond on the site <br /> b- <br /> The soil and pea gravel stockpiles originated from excavation of the underground diesel storage <br /> tank pit The excavations took place in May and August 1988 and the soil and pea gravel have been <br /> aerating since that time under permit from the San Joaquin Local Health District (SJLHD) A summary <br /> report,presenting the history of work conducted in association with the underground storage tanks dated <br /> April 1989, is presented as Attachment A <br /> y� <br /> STOCKPILE SAMPLING <br /> 10 July 1989 WGR collected 18 samples from the soil stockpile and two samples <br /> from the pea gravel Stockpile prior to turning over the stockpile <br /> (Figure 3) The sampling was conducted according to the WGR <br /> standard operating procedure included in Attachment B The soil <br /> samples were composited two samples to one sample by Central Coast <br /> Analytical Services (CCAS) of San Luis Obispo, California The <br /> composites and two individual pea gravel samples were analyzed by <br /> modified EPA Method 8015 for Diesel #2 with the exception of one <br /> soil composite and the pea gravel samples that were analyzed for <br /> 0, <br /> gasoline and diesel <br /> mom <br /> f <br />