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In late 200I, an Excavation Permit was secured by Wong Engineers through San Joaquin County <br /> to remove an average of one foot of soil over the surface of the property (excluding the walnut <br /> orchard). Approximately 5,000 truckloads were removed from the property with no underground <br /> artifacts discovered or uncovered. <br /> Three electrical transformers are found on a pole directly south of proposed-Parcel 1. They are the <br /> newer type of transformer installed approximately 10 years ago; therefore, they-probably do not <br /> contain polychloride biphenyl(PCB) laden oil. The transformers do not show any sign of oil <br /> leakage. If these transformers were to leak or explode, it would be the responsibility of the <br /> transformer owner(PG&E) to mitigate any environmental contamination. <br /> From revious soil suitability and nitrate 1oadin studies and other soil and groundwater <br /> investigations in t is ocale, it is known that there can be veryhigh concentrations of nitrate in the <br /> un erl in »mss, .n .t.: .,_ <br /> y g water tableHowever, the dri� nkmg water r a uifers teste contain_alnt no n„ rtrate, his ` <br /> may e attributable to San Joaquin River influence. High nitrate concentrations in the groundwater <br /> III this region may be due to agricultural fertilizer inputs, and organic matter decay that has occurred <br /> in the Delta region for centuries, impacting the notably shallow.groundwater. <br /> PUBLIC ENVIRONMENTAL RECORD/DATA SOURCES <br /> As noted, static groundwater is found approximately 12 feet under the property. This is based <br /> upon groundwater studies done in the locale of the subject property. Also, the 1999 Lines of Equal <br /> Depth to Groundwater map confirms this depth. From the referenced groundwater studies, a very <br /> accurate groundwater directional flow was determined from monitoring wells to be North 33° <br /> East. This is also confirmed by the 1999 Lines of Equal Elevation of Groundwater. <br /> t � <br /> A groundwater depth of 12 feet can be considered a shallow groundwater elevation which can be <br /> 1 <br /> readily impacted from point source hazardous materials releases, agrichemicals such as pesticides/ <br /> herbicides, or nitrates from fertilizers. The degree of impact from agrichemicals can be mitigated t, <br /> when there are intervening layers of clay soil or hardpan.down to the static water table depth. It is <br /> known that hardpan strata do exist under the surface soils in this area that may impede <br /> agrichemical impact. <br /> There are no records of underground storage tanks (USTs) at the subject property address. This is <br /> illustrated on the attached GeoTracker Site Map, which shows no Unde ground Storage Tanks <br /> (USTs) or Leaking Underground Storage Tanks (LUSTs)tanks near the site, or on the west side of <br /> Interstate 5. Underground Storage Tank and LUST sites are shown approximately 1.0 miles to the <br /> east and northeast of the property and can be considered crossgradient: EHD LOP/NON LOP Sites <br /> dicate oes e o�Frewert Rooad, approximately 1.5 miles to the south of the property (SiteID SD0000857). No fo �rmation is known from this site on Frewert Road. It can be <br /> considered upgradient and possibly crossgradient, and highly unlikely to impact the subject <br /> property. Potential environmental impacts from past, present or future facilities within a one mile <br /> radius is unknown at this time, but highly unlikely. <br /> Page -3- <br /> Chawy Conswrting <br />