Trace organics in septic tank effluent

This paper reviews the available information and presents the results of a study undertaken to estimate the presence and level of certain trace organics in wastewater samples collected from a septic tank in an individual household, from a lift station, and from a waste treatment lagoon near Regina, Canada. Out of 11 priority pollutants analyzed, 6 priority pollutants — chloroform, bromodichloromethane, toluene, benzene, methylene chloride and tetrachloroethylene — were detected in the samples. Benzene and bromodichloromethane were dominant. Methylene chloride and tetrachloroethylene could not be quantified at the low concentrations present. Chloroform was present in the lagoon effluent sample once at a concentration of 0.03 μg L^?1. Toluene was not present either in the septic tank effluent or in the lagoon effluent. Benzene was present in the septic tank effluent (max. value 450 μg L^?1) and in the lagoon effluent (max. value 120 μg L^?1). Bromodichloromethane was present in the septic tank effluent and lagoon effluent at concentrations lower than 1.10 μg L^?1. The trace organics in the septic tank effluent and lagoon effluent at these comparatively low concentrations may not pose any significant risk either to aquatic life or to public health, taking into account the attentuation capacity of the soil and the dilution usually available.     

Effect of Temperature on Bio-Kinetic Coefficients in UASB Treatment of Municipal Wastewater

Upflow anaerobic sludge blanket (UASB)reactors were used to treat municipal wastewater attemperatures of 6, 11, 15, 20 and 32 °C and athydraulic retention times (HRTs) ranging from 48 to 3 h overan operational period of approximately 860 days. The Monodmodel was used to evaluate substrate utilization. TheArrhenius model was used to calculate the activationenergies from which temperature coefficients weredetermined. It was found that the maximum specific substrateutilization rate constant (k) decreased from 0.387 d^-1(at 32 °C) to 0.041 d^-1 (at 6 °C). Thedecay rate constant (k_d), yield coefficient (Y_g),half velocity constant (K_s) and maximum specific growthrate (μ_m ) were also impacted by temperature in theUASB treatment of municipal wastewater.     

Groundwater pollution from a septic tile field

The characteristics of the groundwater below an existing septic tile field were studied during the summer of 1973. The concentrations for chemical constituents were found to be much lower in the groundwater compared to the septic tank effluent; however, these were quite high compared to background levels for the groundwater in the area, indicating the pattern of pollution that is taking place.