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12172 N Hibbard Road Project No.2021-00063 Page 15 <br /> 4.4 Current and Future On-Site Groundwater Uses <br /> The use of ground water for drinking water is currently utilized and further planned for the proposed <br /> development. There is currently one domestic well onsite which will serve both residential <br /> structures. <br /> 5.0 SOURCES AND IMPACT OF NITRATE TO GROUNDWATER <br /> 5.1 Current Off-Site Sources of Nitrate <br /> Septic systems and agriculture in the area may be the most significant sources of nitrate. In an <br /> attempt to determine the septic system density for the vicinity of the site,our office reviewed a recent <br /> aerial photograph (2020) available from GoogleEarthTM. We counted the clusters within <br /> approximately one square mile of the site,with the assumption each building cluster has one septic <br /> system. Using this method, we determined there are approximately 90 septic systems per square <br /> mile in the immediate vicinity of the site.This is a low number of septic systems,with the majority of <br /> these systems located on moderately sized parcels surrounded by agricultural land. <br /> As discussed above, the domestic well was sampled for Nitrate as N; the analysis reports the <br /> groundwater is 2.0 mg/L,which is well below the EPA maximum contaminant level of 10 mg/L. <br /> 5.2 Contribution of Rainfall <br /> An estimate of the quantity and quality of rainfall was required for the nitrate loading analysis. The <br /> estimate of deep percolation of rain is based on the average monthly precipitation of rain fall for Lodi, <br /> California, based on the nearest weather station to the site available. The estimate first determines <br /> whether the average monthly precipitation exceeds average monthly potential evapotranspiration. <br /> If so, then the difference is potential deep percolation. This method does not consider runoff. See <br /> Plate 8 for the data and calculation. <br /> Average potential evapotranspiration was obtained from the California Irrigation Management <br /> Information System (CIMIS). The site is located within evapotranspiration zone number 12, as well <br /> as the Lodi station (Station 045032) used in the analysis. The average rainfall for the area,as well as <br /> the average evapotranspiration data,was obtained from CIMIS (https://cimis.water.ca.gov/) where <br /> the average rain fall for the Lodi area was found to be 17.27 inches per year for years 1893 to 2015. <br /> Based on this method, the average deep percolation of rain for Lodi area is estimated to be 5.29 <br /> inches. The nitrate concentration of rain fall was estimated to be 1 mg/L-N (Hantzsche and <br /> Finnemore, 1992). <br /> 5.3 Current On-Site Sources of Nitrate <br /> The current onsite 3-bedroom residence, and associated septic system and rainfall are <br /> recognized as potential current on-site sources of nitrate. <br /> Petralogix Engineering,InC. - <br /> 26675 BruelIa Road,Galt,Ca 95632 <br /> (209)-40o-5729 <br /> www.petralogix.com <br />