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GER <br /> • GENESIS ENGINEERING&REDEVELOPMENT <br /> The groundwater table is shallowest adjacent to the slough on the west side of the Site, and <br /> slopes to the east. Groundwater flow beneath the Site is consistently to the east, away from <br /> Whiskey Slough, at a relatively steep gradient ranging from approximately 0.028 to 0.033 <br /> ft/ft. Groundwater flow direction does not change between high and low tide. A downward <br /> vertical gradient has consistently been observed between piezometers P-1 and P-2 and <br /> Monitoring Well MW-5. <br /> Water levels in the slough show a cyclic fluctuation that indicates that the slough is directly <br /> affected by tidal fluctuations. The water level pattern observed in the slough is semi-diurnal, <br /> with two high tides and two low tides each day. Well MW-2, located adjacent to the slough, <br /> shows diurnal tidal fluctuations. Downgradient wells MW-4, MW-5, MW-6, and the <br /> piezometers show no cyclic daily fluctuations, suggesting that tidal influence from the slough <br /> does not extend to the eastern side of the Site. <br /> 3.0 SCOPE OF WORK <br /> This Work Plan includes the following elements: <br /> 1. Collecting 13 shallow reconnaissance samples from native soil, and analyzing the <br /> • samples for the constituents identified in Section 3.2; <br /> 2. Disposal of Investigation Derived Waste; and <br /> 3. Preparing a report documenting the field investigation and proposing soil cleanup <br /> goals for Clean Closure of the Site. <br /> The proposed area for the reconnaissance borings is shown on Figure 3. In selecting this <br /> location, GE&R reviewed the topographic map for the Site vicinity(Figure 1), historic <br /> images of the area from Google Earth, and the U.S. Department of Agriculture Soil <br /> Conservation Service Holt Quadrangle Soil Map. The area surrounding the Site generally <br /> consists of farmland, land being used for housing or commercial use, or land that, like the <br /> Site, has been filled in, as well as the dikes holding back the surface water. Since <br /> construction of dikes in the San Joaquin Delta early in the 20th century, the land has been put <br /> into intensive use. As a result, all of the land immediately surrounding the Site has been put <br /> to some kind of use, and much has been filled. The lack of fallow land,parks, or otherwise <br /> undisturbed land in the surrounding area makes the selection of an area for background soil <br /> sampling difficult, as all the land has been modified in some way. There is no area that has <br /> not been used for some purpose. That makes proximity to the Site; lack of industrial use <br /> and/or imported fill; and similarity in water table elevation the most controllable variables in <br /> selection of the background sampling location. <br /> William DePaoli Property 2 of 5 <br /> Work Plan to Establish Background Soil Concentrations <br /> February 2012 <br />