Laserfiche WebLink
NITRATE LOADING STUDY <br />Because of statewide concerns of nitrate leaching into ground water from septic <br />systems, a nitrate loading analysis was required by the San Joaquin County <br />Environmental Health Department for approval of the proposed project. The study <br />estimates the potential concentration of percolating effluent produced by the project <br />over the long term. Where percolating effluent leaches into the ground, ground water <br />quality may be impacted to 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 moderately <br />permeable and will some allow some infiltration of water. The longer the effluent <br />remains near the surface, the more biologic treatment may occur. If permeable soils <br />LOGE 2226 Page 8 <br />