2 Potential for Contamination from Septic Tank Effluent

A compilation of septic tank effluent composition at sites treating domestic wastewater is provided in Table 1. Nitrogen in domestic wastewater occurs primarily as NH4+N (nitrogen present in dissolved ammonium) and septic tank effluent values range from 18-108 mg/L. Although nitrate is generally absent in the effluent, when NH4+ is nitrified in the unsaturated zone, nitrate concentrations have the potential to exceed the drinking water limit for NO3N (nitrogen present in dissolved nitrate) of 10 mg/L. The environmental impacts of groundwater with elevated levels of wastewater-derived nitrate discharging to freshwater lakes and coastal waters are an increasing concern (Persky, 1986; Harris, 1995; Cape Cod Commission, 2015). In addition, effluent phosphorus (P) concentrations (3-15 mg/L, Table 1), are several orders of magnitude higher than guidelines proposed to maintain surface water quality of sensitive lakes and rivers (e.g., 0.01 mg/L P in the USA; USEPA, 2000). Septic system effluent also exceeds drinking water criteria for pathogens and potentially a variety of other trace constituents. Consequently, considering the volume of wastewater generated by septic systems (e.g., 260 L/d/capita in the USA, McCray et al., 2005), septic systems may be considered one of the largest potential sources of groundwater contamination, worldwide. However, on-site treatment such as septic systems, provide a variety of treatment steps in the subsurface that have the potential to diminish the contaminant risk. Treatment is particularly active in the unsaturated zone beneath the drainfield. A number of the more important reactions are depicted in Figure 1 and are discussed in the following sections.

Table 1Septic tank effluent composition at sites treating domestic wastewater, including: electrical conductivity (EC), dissolved organic carbon (DOC), alkalinity (Alk), soluble reactive phosphorus or phosphate (SRP), the artificial sweeteners acesulfame and sucralose, and bacteria and virus colony forming units (CFU).

Parameter Median,
Mean (± std dev),
or Range
Reference
(n = number of samples or values)
EC (µS/cm) 1000 Robertson et al., 1991 (n=2)
2481 Harman et al., 1996 (n = 8)
1456 ± 314 Robertson, 2012 (n ≥ 7)
1480 ± 131 Geary and Lucas, 2019 (n = 17)
DOC (mg/L) 46 ± 27 Robertson et al., 1998 (n = 8)
11 ± 5.0 Withers et al., 2011 (n = 37)
56 ± 26 Robertson et al., 2012 (n = 3)
Alk (mg/L) as CaCO3 316 ± 40 Wilhelm et al., 1996 (n = 6)
311 ± 102 Robertson et al. 1998 (n = 8)
310 ± 105 Withers et al., 2011 (n = 37)
pH 7.1 ± 0.4 Robertson et al. 1998 (n = 8)
7.3 ± 0.2 Withers et al., 2011 (n = 37)
7.4 ± 0.2 Geary and Lucas, 2019 (n = 17)
NH4+N (mg/L) 66 ± 41 Robertson et al. 1998 (n = 9)
4-13 USEPA, 2002
34 ± 10 Hinkle et al., 2008 (n = 10)
18 ± 16 Withers et al., 2011 (n = 37)
58 McCray et al., 2005 (n = 37)
72 ± 37 Robertson et al.,2019 (n = 111)
108 ± 16 Geary and Lucas, 2019 (n = 14)
NO3N (mg/L) 0.2 ± 0.3 Robertson et al. 1998 (n = 9)
<1 USEPA, 2002
0.2 McCray et al., 2005 (n = 33)
0.03 ± 0.03 Hinkle et al., 2008 (n = 10)
4.2 ± 3.2 Withers et al., 2011 (n = 37)
0.2 ± 0.2 Geary and Lucas, 2019 (n = 10)
Total Nitrogen, TKN (mg/L) 26 – 75 USEPA, 2002
53 ± 14 Hinkle et al., 2008 (n = 10)
Total Phosphorus (mg/L) 6 – 12 USEPA, 2002
4.6 ± 4.2 Withers et al., 2011 (n = 37)
SRP (mg/L) 8.4 ± 3.5 Robertson et al. 1998 (n = 9)
9.0 McCray et al., 2005 (n = 35)
3.2 ± 2.6 Withers et al., 2011 (n = 37)
8.2 ± 4.9 Robertson et al.,2019 (n = 123)
15 ± 1.8 Geary and Lucas, 2019 (n = 16)
Cl (mg/L) 67 ± 64 Robertson et al. 1998 (n = 9)
32 ± 16 Hinkle et al., 2008 (n = 10)
54 ± 16 Withers et al., 2011 (n = 37)
64 Robertson et al.,2019 (n = 106)
Na+ (mg/L) 54 ± 27 Robertson et al. 1998 (n = 9)
49 ± 29 Withers et al., 2011 (n = 37)
K+ (mg/L) 22 ± 15 Robertson et al. 1998 (n = 9)
26 ± 8 Withers et al., 2011 (n = 37)
Ca2+ (mg/L) 38 ± 36 Robertson et al. 1998 (n = 9)
96 ± 22 Withers et al., 2011 (n = 37)
B (mg/L) 0.51 ± 0.05 LeBlanc, 1984 (n = 3)
0.11 ± 0.03 Withers et al., 2011 (n = 37)
0.28 ± 0.02 Bassett et al., 1995 (n = 3)
0.49 Vengosh et al., 1994 (n = 21)
Fe (mg/L) 0.45 ± 0.41 Robertson et al. 1998 (n = 8)
0.12 ± 0.06 Withers et al., 2011 (n = 37)
Al (mg/L) 0.1 ± 0.1 Robertson et al. 1998 (n = 6)
Acesulfame (µg/L) 57 Snider et al., 2017 (single family, n = 14)
32 Snider et al., 2017 (communal, n = 36)
44 ± 32 Robertson et al., 2019 (n = 56)
Sucralose (µg/L) 40 ± 25 Oppenheimer et al., 2011 (n = 8)
51 Snider et al., 2017 (single family, n = 14)
28 Snider et al., 2017 (communal, n = 36)
40 ± 34 Robertson et al., 2019 (n = 56)
Fecal Bacteria (CFU/100 mL) 105 Viraraghavan, 1978
106 Shadford et al., 1997
106­ – 108 USEPA, 2002
105 Geary and Lucas, 2019
Coliphage Virus (CFU/100mL) 108 Deborde et al., 1998a

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Septic System Impacts on Groundwater Quality Copyright © 2021 by William Robertson. All Rights Reserved.