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NITRATE LOADING STUDY <br />Because of concerns of nitrate leaching into ground water from septic systems, a nitrate <br />loading analysis was required by the San Joaquin County Environmental Health <br />Department for approval of the proposed project. The study estimates the potential <br />concentration of percolating effluent produced by the project over the long term. Where <br />percolating effluent leaches into the ground, ground water quality may be impacted to <br />some degree should the effluent reach ground water. <br />The method utilized for the nitrate loading analysis is based on a simple and convenient <br />mass balance formula, discussed in a published paper by Hantzsche and Finnemore <br />(1992). <br />Hantzsche and Finnemore have found from investigations conducted in the Chico, <br />California area, the water quality in the upper saturated ground-water zone closely <br />approximates the quality of percolating effluent from septic systems. They have <br />developed a simple method that could be used to estimate the quality of the percolating <br />effluent from septic systems. The quality of the percolating effluent may represent the <br />potential worst-case condition the upper aquifer would ever experience from the use of <br />on-site septic systems. Mixing and dilution in the aquifer as well as adsorption and <br />adhesion in the soil would tend to substantially reduce the concentration of percolating <br />effluent. <br />The Hantzsche and Finnemore equation is a conservative approximation of ground- <br />water nitrate-nitrogen concentration resulting from the combined effect of on-site <br />sewage disposal systems and percolating recharge waters. The equation and method <br />is for estimation of long-term effect ground-water quality, and is not intended for <br />prediction of seasonal changes (Hantzsche and Finnemore, 1992). <br />For the purpose of the Hantzsche and Finnemore equation, only septic effluent is <br />included in the nitrate loading calculation; no other potential sources of nitrate are <br />considered. <br />The method takes into account the development area, soil denitrification factor, rate of <br />recharge from percolating waters, waste effluent quantity, and waste effluent nitrate <br />concentration from on-site septic systems, and predicts the nitrate concentration of <br />percolating effluent. <br />Mass Transport Soil Properties <br />The percolation test has revealed that the soils in the test area are somewhat <br />permeable and will allow some infiltration of water. The longer the effluent remains near <br />the surface, the more biologic treatment may occur. If permeable soils exist to the depth <br />LOGE 1934 Page 8