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..e 11ae <br /> September 10, 2004 <br /> NOA Project Number: E040104A <br /> _ 2.0 GROUND WATER ANALYSIS <br /> 2.1 Regional Ground Water <br /> A discussion of regional ground water, including depth to ground water and directional <br /> ground water gradient, is included in Section 4.1 of the SSS. No significant seasonal trends <br /> were evident from the maps consulted. <br /> 2.2 Potential Ground Water Contamination Issues <br /> _ <br /> A discussion of issues related to potential ground water contamination is included in Section <br /> _ <br /> 4.2 of the SSS. <br /> 2.3 Current and Future On-Site Ground Water Uses <br /> A description of the existing wells on the Site is included in Section 4.3 of the SSS. Ground <br /> water is used for domestic purposes and for agricultural irrigation. Ground water will be <br /> developed and used on all the proposed parcels in the future. <br /> 3.0 SOURCES AND IMPACT OF NITRATE TO GROUND WATER <br /> 3.1 Current Off-Site Sources of Nitrate <br /> We recognize that septic systems, agriculture, and dairies in the area may be the most <br /> significant sources of nitrate. Septic tank use in the vicinity is discussed in Section 3.4 of the <br /> _ <br /> SSS. The ground water sample, discussed in Sections 4.3 through 4.6 of the SSS, was found to <br /> have a nitrate concentration of 32.5 mg/L-NO3. This concentration indicates that the ground <br /> water aquifer may be experiencing nitrate leaching from various sources in the area over the <br /> long term. <br /> 3.2 Contribution of Rainfall <br /> An estimate of the quantity and quality of rainfall was required for the nitrate loading <br /> analysis. The estimate of deep percolation of rain is based on the average monthly <br /> precipitation of rain fall and evapotranspiration for Stockton, California. The estimate first <br /> determines whether the average monthly precipitation exceeds average monthly potential <br /> _ evapotranspiration. If so, then the difference is potential deep percolation. This method does <br /> not consider runoff. See Plate 9 for the data and calculation. <br /> 3 <br /> _ <br /> _ <br />