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Department of Civil and Architectural Engineering, 1000 East University Avenue, Department 3295, University of Wyoming, Laramie, WY 82071
* Corresponding author (bedessem{at}uwyo.edu)
Received for publication January 20, 2004. Septic system leachfields can release dissolved nitrogen in the form of nitrate into ground water, presenting a significant source of pollution. Low cost, passive modifications, which increase N removal in traditional leachfields, could substantially reduce the overall impact on ground water resources. Bench-scale laboratory models were constructed to evaluate the effect of placing an organic layer below the leachfield on total N removal. The organic layer provides a carbon source for denitrification. Column units representing septic leachfields were constructed with sawdustnative soil organic layers placed 0.45 m below the influent line and with thicknesses of 0.0, 0.3, 0.6, and 0.9 m. Using a synthetic septic tank effluent, NO3N concentrations at 3.8 m below the influent line were consistently below 1 mg L1 during 10 months of operation compared with a NO3N concentration of nearly 12 mg L1 in the control column. The average total N removal increased from 31% without the organic layer to 67% with the organic layer. Total N removal appeared limited by the extent of organic N oxidation and nitrification in the 0.45-m aerobic zone. Design modifications targeted at improving nitrification above the organic layer may further increase total N removal. Increased organic layer thicknesses from 0.3 m to 0.9 m did not significantly improve average total N removal, but caused a shift in residual nitrogen from organic N to ammonia N. Results indicate that addition of a layer of carbon source material at least 0.3 m thick below a standard leachfield substantially improves total N removal.
Abbreviations: BOD5, five-day biochemical oxygen demand MCL, maximum contaminant level TKN, total Kjeldahl nitrogen
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