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11. S Can Conimmy <br /> 35275 Hwy. 33, Vernalis, Califoriji'z January .3, 1996 <br /> Preliminary Site Charaelerization 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 portions of the fans occasionally prograded over the axial <br /> area of the trough in response to major climatic ch=anges 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 Hydrology <br /> California and Federal Governments have mandated that virtually all groundwater is beneficial for <br /> current or inure use unless it can be demonstrated that no beneficial use is known. <br /> This aquifer is considered to bP of beneficial use and as a r- cult, 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 idem-LEed in thL subsu a.-.e imn3ediM—Iy aidi scent to the main manufacturing <br /> building. The removed waste pit contents also. had detections oC contanvnation. It is suspected that - <br /> groundwater has been impact .d at this site. <br /> 7.0 Recommendations <br /> WHF, Inc., recommends that a continued study to be done in order to investigate the lateral and <br /> vertical extent of the soil plume and the possibility for first encountered groundwater inypact. It is <br /> recoui neded that five (5) soil borings, with appropriate sar11phng, be conducted to an approximate <br /> depth of 30-40 feet. One of the five boririgs shOuld be complzted as a 4" cased monitoring well to <br /> approximately 50 feet 1).g.l. <br /> Tile approximate location tb.-these should b3 as full(;ws. <br /> 1) Two {2)vertical borif;vis, approximately ten feet away froni the concrete support pillars in the <br /> direction parallel to the building(--north and south perimeter). <br /> 2) Two (2) angled boy cgs; appresxiriatel-y 25 degrees fi-om vertical, directly adjacent to the <br /> concrete support pilla3-s. Thusc boriiigs will be angled at 25 degrees, from vertical, <br /> under the foundation of the building. <br />