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{ <br />' Page Spanos Property 3 <br /> Our Project Number: LGS090501 <br /> ' 3anuary 30, 2009 <br /> ✓2.3 Current and Future On-Site Ground Water Uses <br /> A ground water well exists on the site, as noted in Section 4.3 of the SSS by Dillon& Murphy. <br /> We understand ground water will be developed and used on the site in the future. <br /> ✓3.0 SOURCES AND IMPACT OF NITRATE TO GROUND WATER <br /> /3.1 Current Off-Site Sources of Nitrate <br /> Septic systems, agriculture, and dairies in the area may be the most significant sources of <br /> nitrate in ground water. Septic tank use in the vicinity is discussed in Section 3.4 of the SSS by <br /> Dillon & Murphy. <br /> 13.2 Contribution of Rainfall <br /> An estimate of the quantity and quality of rainfall was required for the nitrate loading analysis. <br /> The estimate of deep percolation of rain is based on the average monthly precipitation of rain <br /> fall and evapotranspiration for Lodi, California. The estimate first determines whether the <br /> average monthly precipitation exceeds average monthly potential evapotranspiration. If so, <br /> then the difference is potential deep percolation. This method does not consider runoff. See <br /> Plates 1 and 2 for the data and calculations. <br /> Average potential evapotranspiration was obtained from the California Irrigation Management <br /> Information System (CIMIS). Lodi is located within evapotranspiration zone number 12. <br /> Average rainfall was obtained from the Western Regional Climate Center (Station 048558). <br /> The Lodi area is estimated -to be 5.76 inches. - The nitrate concentration of rainfall was <br /> estimated to be 1 mg/L-N (Hantzsche and Finnemore, 1992). <br /> 1/3.3 Current On-Site Sources of Nitrate , <br /> There are no current on-site sources of nitrate except for natural processes and existing septic <br /> 4 systems on site. Septic tank use in the vicinity is discussed in Section 3.4 of the SSS by Dillon & <br /> Murphy. <br /> 3.4 Future On-Site Sources of Nitrate <br /> 3.4.1 Quantity and Quality of Domestic Wastewater From Proposed_Project <br /> The following discussion is for determining the long-term waste water flow generated from <br /> commercial/retail facilities proposed for the site. Based on estimates provided by the owner, the <br /> potential uses for the 17-acre parcel could be for a hotel, a service station and several <br /> commercial/retail.buildings. Several small.fast food restaurants may also be considered for the <br /> project. Please see the following description and table for more details regarding estimated <br /> flows. <br /> "044 <br /> 9021ndustrial Way-Lodi,CA 95240-209.367.3701 -Fax 209.369.4228 (02007 Neil 0.Anderson&Associates,Inc <br />