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U. S Can Company <br /> 35273 Hivy. 33, Vernalis, California January 3, 1996 <br /> Prelinzinary Site Characterization Report of Findings Page: 4 <br /> axial portions of the trough, in the toe areas of the fans, throughout much of this time period. <br /> Coarser grained sediments of the upper potions of the fans occasionally prograded over the axial <br /> area of the trough in response to major climatic changes in the Sierras. This has resulted in a <br /> predominance of fine grained silts and clays in the subsurface of the area. <br /> 5.0 Hydrolo," <br /> California and Federal Governments have mandated that virtually all groundwater is beneficial for <br /> current or future use unless it can be demonstrated that no beneficial use is known. <br /> _ This aquifer is considered to be of beneficial use and as a result, must be protected from <br /> contamination. Those identified uses include agriculture and industrial, as well as potential use <br /> for animal or human consumption. <br /> 6.0 Conclusions <br /> Soil contamination was ideatified in fhe subsuface immediately .adjacent to the main manufacturing <br /> building. The removed waste pit contents also had.detections of contamination. It is suspected that <br /> groundwater has been impacted at flus site. <br /> 7.0 Recominendations <br /> VWHF, Inc., recommends that a continued study to be. doze tin order w investigate the lateral and <br /> vertical extent of the soil plume and the possibility for first encountered groundwater irnpact. It is <br /> recommeded that five (5) soil borings, with appropriate sampling, be conducted to an approximate <br /> depth of 3040 feet. One of the five borings should be completed as a 4" cased monitoring well to <br /> approximately 50 feet b.g.l. <br /> The approximate location for these borings should be as follows: <br /> 1) Two (2)vertical boringis, approximately tent feet away from the concrete support pillars in the <br /> direction parallel to the building(—north and south perimeter). <br /> 2) Two(2) angled borings, approximately 25 degrees from vertical, directly adjacent to the <br /> concrete support pillars. Tlkese borings will be angled at 25 degrees,from vertical, <br /> under the foundation of the building. <br />