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Soil Suitability Nitrate Loading Study <br /> Manteca Unified School District <br /> 5700 East Nile Ave.,Manteca,CA <br /> Page 8 <br /> 2.2.3 Current Use of Groundwater at the Site and of the Future Expected Use of Groundwater as <br /> Related to the Proposed Development Project <br /> Shallow groundwater in much of San Joaquin County has been impacted by agricultural chemicals, <br /> including nitrates, TCP and a variety of herbicides/pesticides as a result of historical agricultural use. <br /> Testing of Site water supply wells have confirmed the presence of nitrates and TCP in groundwater beneath <br /> the Site. Safe drinking water is being provided to the school using bulk storage tanks to deliver the drinking <br /> water. On-site wells are strictly used to provide irrigation water. <br /> 2.3 SOURCES AND CALCULATED IMPACT OF NITRATE TO GROUNDWATER <br /> 2.3.1 Current Off-Site Sources of Nitrate to Soil and Groundwater in the General Up Gradient <br /> Area and the Contribution of Nitrate Load from These Sources to the Project Site <br /> Septic systems and agriculture in the area may be the most significant sources of nitrate. As discussed in <br /> Section 1.3, septic system density for the vicinity of the Site was based on 16 buildings/residences within <br /> 0.5 miles of the Site. It is assumed that at least each building has one septic system. The upgradient area is <br /> predominantly agricultural farmland with intermittent residential housing. Refer to Section 1.3.5 for <br /> descriptions of septic tanks in the general area. <br /> 2.3.2 Description of Impact of Rainfall Contribution of Nitrate Load to the Project Site <br /> An estimate of the quantity and quality of rainfall was required for the nitrate loading analysis.The estimate <br /> of deep percolation of rain is based on the average monthly precipitation of rain fall for Manteca,California, <br /> based on the nearest weather station to the site available. The estimate first determines whether the average <br /> monthly precipitation exceeds average monthly potential evapotranspiration. If so, then the difference is <br /> potential deep percolation. <br /> Based on the California Irrigation Management Information System (CIMIS) monthly report and the <br /> Western Regional Climate Center (www.wrcc.dri.edu), the average monthly climate summary average <br /> rainfall was found to be 10.41 inches per year(inches/year)for the years 1971 through 2000. Based on this <br /> method, the average deep percolation of rain for the Nile Garden School area is estimated to be 0.99 <br /> inches/year.The nitrate concentration of rain fall was estimated to be 1 mg/L-N(Hantzsche and Finnemore, <br /> 1992). Precipitation data is provided in Appendix F. <br /> 2.3.3 Current On-Site Sources of Nitrate to Soil and Groundwater and the Contribution of Nitrate <br /> Load from These Sources to the Project Site <br /> Current on-site sources of nitrate include existing septic tanks as discussed and identified in Section 1.3 and <br /> agricultural use in the area. <br /> 2.3.4 Proposed Future On-Site Sources of Nitrate to Soil and Groundwater and the Contribution <br /> of Nitrate Load from These Sources to the Project Site <br /> Proposed on-site sources of nitrate are discussed in Section 1.3.7. <br /> 2.3.4.1 Denitrification Estimate <br /> Denitrification is an important process which occurs within the leach field whereby certain bacteria utilize <br /> the oxygen in the nitrate(NO3)and release nitrogen gas(N2)to the atmosphere. Denitrification is expressed <br /> as a percentage,and the normally accepted range is 10 percent to 35 percent. Soils with higher clay content, <br /> moist soil conditions, high pH,and organic material denitrify by about 35 percent,and soils with high sand <br /> content and fast percolation rates are estimated to denitrify at a lower rate, about 10 percent to 15 percent. <br /> i�j= CONDOR <br />