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Lodi City Landfill November 16,2011 <br /> North of Awani Drive,Lodi,California Project No. 104690061 <br /> Their investigation included installation of four, 1/2-inch diameter steel pipe/probes (referred to as <br /> 'pipe wells')to depths of 9 feet,the bottom 2 feet were perforated every inch for air sampling,purg- <br /> ing the wells and collecting tedlar bag samples. They "field tested"the 'Pipe wells"and submitted <br /> the sample with the highest concentration for laboratory analysis of nitrogen, oxygen, carbon diox- <br /> ide, methane, halogenated hydrocarbons, vinyl chloride, and benzene. They also advanced <br /> 24 "barhole"sample locations(B-1 to B-24)to depths of approximately 4 feet bgs,at approximately <br /> 50-foot intervals around the site perimeter and conducted field monitoring for the potential presence <br /> of methane gas(the "barhole"sampling method was not described in detail in the report). <br /> Field monitoring of the four `pipe wells"(IA, 2B, 3C, and 4D) indicated methane at concentra- <br /> tions of 350 to 400 parts per million (ppm). The air sample collected from `pipe well" 4D <br /> contained 81% nitrogen, 1.26% oxygen, 2.14% methane, and 15.4% carbon dioxide. Benzene, <br /> vinyl chloride, and halogenated hydrocarbons were not detected at concentrations above their <br /> respective laboratory detection limits at that time. Field monitoring of methane gas concentra- <br /> tions from the 24 "barholes" indicated concentrations ranging from below the detection limit to <br /> 350 ppm. "Barhole"B-3 indicated an OR(out of range)concentration of methane. <br /> The report stated that methane production is occurring at the site and the test wells indicated the <br /> highest concentrations of methane are located in the northern portion of the site. It was stated <br /> that based on the "barhole"testing,it appeared surface migration is minimal. <br /> Mandeville & Associates indicated the evaluation of the site was based on several assumptions <br /> including "l) Based on the river elevation, the depth of the fill was estimated to be between 20 <br /> and 30 feet. 2) Based on the total of eleven pits excavated by "The Foundation Engineers Inc." <br /> and VH. Kleinfelder," there are no locations of highly concentrated organic materials. 3) Dur- <br /> ing the period the landfill was in operation, the preferred method for disposal of a large portion <br /> of organics was on site burning, and 4) Sketchy history of the site indicated the majority of the of <br /> disposed wastes would be materials such as tree limbs and stumps which decompose slowly and <br /> construction debris such as concrete, etc., which are non-gas producing." <br /> In October 1988,Kleinfelder prepared a report titled "City of Lodi Preliminary Site Assessment, Lodi <br /> California."The purpose of the site assessment was to assess whether the site was eligible for <br /> exemption from the SWAT program based on whether the landfill was leaking hazardous was or <br /> was likely to be "leaking hazardous waste." The report provided an executive summary that <br /> stated the landfill received wastes composed of lawn trimmings, leaves, tree stumps, and con- <br /> struction debris(concrete,asphalt,metallic slag, and rock) from approximately 1935 to 1955. <br /> Their investigation consisted of advancing four soil borings to a maximum depth of 29 feet bgs <br /> and converting one boring to a groundwater monitoring well. Samples of wastes, vadose zone <br /> soils, groundwater, and surface water samples from the Mokelumne River were collected for <br /> laboratory analysis. <br /> 104690061 R 8nAdm 7 <br />