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�.J <br /> May 25, 2004 <br /> ` NOA Project Number: E04061A <br /> Page 15 <br /> The Hantzsche and Fennemore approach is "...a conservative (worst case) first approximation of <br /> ground-water nitrate-nitrogen concentration resulting from the combined effect of on-site sewage <br /> disposal systems and precipitation. This (the equation and approach) is for estimation of <br /> long-term effect(i.e., over years)on ground-water quality, and is not intended for prediction of <br /> seasonal changes" (Hantzsche and Finnemore, 1992). <br /> The method takes into account development area, soil denitrification factor, rainfall volume, <br /> rainfall nitrate concentration,the waste effluent quantity, and waste effluent nitrate concentration. <br /> r The formula, assumptions and calculations used for the analysis are shown on Plates 9 through <br /> 37. The units of nitrate used in the mass balance equation are nitrate-N whose maximum drinking <br /> water contaminant level is 10 mg/L. <br /> 7.1 Quantity of Quality of Domestic Wastewater From Proposed Project <br /> The average total nitrogen concentration of the domestic waste water is normally considered to <br /> be 20-85 mg/L-N(Crites and Tchobanoglous, 1998). For the purpose of the nitrate loading <br /> estimate,the long-term average concentration for total nitrogen in waste water is estimated to be <br /> 35 mg/L-N. <br /> 7.2 Quantity and Quality of Deep Percolating Rain Water <br /> An estimate of the quantity and quality of rainfall was required for the analysis. The estimate of <br /> _ deep percolation of rain is based on the average monthly precipitation of rain fall and <br /> evapotranspiration for Stockton, California,the closest location to the site for which data was <br /> readily available. The estimate first determines whether the average monthly precipitation <br /> ` exceeds average monthly potential ET. If so,then the difference is potential deep percolation. <br /> This method does not consider runoff. See Plate 8 for the data and calculation. <br /> Average potential evapotranspiration was obtained from the California Irrigation Management <br /> Information System(CIMIS). Farmington and Stockton are located within evapotranspiration <br /> zone number 12. The average rainfall for the Stockton area was used for the site and was <br /> .. obtained from the USDA (1992) Soil Survey for San Joaquin County. <br /> Based on this estimate, the average deep percolation of rain for the Farmington area is estimated <br /> to be 3.38 inches. The nitrate concentration of rain fall was estimated to be 1 mg/L-N,whose <br /> maximum contaminant limit for drinking water is 10 mg/L-N (Hantzsche and Finnemore, 1992). <br /> 7.3 Denitrification Estimate <br /> Denitrification is an important process which occurs within the leach field whereby certain <br /> bacteria utilize the oxygen in the nitrate (NO3) and release nitrogen gas (N2) to the atmosphere. <br /> L <br />