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L <br /> LApril 13,2006 <br /> NOA Project Number: E05130B <br /> L <br /> 4.0 GROUNDWATER INFORMATION <br /> 4.1 Ground Water Depth and Gradient <br /> The San Joaquin County Flood Control and Water Conservation District (1998 and 1999) ground <br /> water depth and elevation maps were reviewed to determine the ground water levels near the Site. <br /> The Fall 1998 and Spring 1999 maps are the most current official, apsble from the County. <br /> According to these maps (Plates 3-6),ground water lies betwee 60 70 et below ground <br /> surface and flows at a gradient of about 10 feet per mile to the n no east in the vicinity of the <br /> t Site. <br /> No ground water as encountered by the staff of Neil O.Anderson&Associates, Inc. during the <br /> L o rcolation test holes to depths of three feet and twenty-five feet on March 27,2006. <br /> 4.2 Potential Ground Water Contamination Issues <br /> 4 Identifying potential ground-water contamination sources was not part of the scope of work for the <br /> ` soil suitability study. Potential ground-water contamination can occur from a number of sources <br /> which often include leaky underground storage tanks, agricultural activities, dairies, septic systems <br /> Land storm water infiltration. Agricultural activities and the use of septic systems in the area should <br /> be considered potential ground-water contamination sources. <br /> L4.3 Water Sample Location <br /> One mestic well and one agricultural well exist on the site. A water sample was taken by Ms. <br /> cy Rosulek on March 16,2006 from the spigot of the domestic well on the north side of the <br /> residence on Parcel one. <br /> ` 4.4 Water Sample Constituents <br /> The water sample was analyzed for nitrate and DBCP.Nitrate was foun mg/1,NO3,which <br /> is below the maximum contaminant level(MCL) set by the US EPA 45 ;. DBCP was <br /> not detected in the water sample. The analytical reports prepared by F nvironmental can be <br /> found in the appendix of this report. <br /> 5 <br /> "44r <br /> V <br />