Development of steady-state phosphate concentrations in septic system plumes

Long-term monitoring of PO₄⁻³ behaviour in a well-defined septic system plume on calcareous sand (Cambridge site) shows that, after 17 yr of system operation, a distinct PO₄⁻³ plume (PO₄⁻³−P > 1 mg L⁻¹) is present extending 20 m downgradient from the infiltration bed. The PO₄³⁻ plume migration velocity is 1 m yr⁻¹, reflecting retardation by a factor of 20 compared to the groundwater velocity. During monitoring between years 10 to 17, an expanding steady-state zone was noted below the infiltration bed where PO₄³⁻ −P levels remained consistently near 4 mg L⁻¹, a value 25% lower than the average effluent value (6.3 mg L⁻¹). The pattern of attenuation — a 25% mass loss in the 2-m-thick vadose zone, then little further attenuation along the flowpath — is suggestive of a condition of equilibrium with a controlling phosphate mineral phase. Chemical equilibrium modelling shows supersaturation with respect to hydroxylapatite and variscite. Four other field sites are identified from the literature and from our work where similar steady-state PO₄³⁻ zones are present in septic system plumes. In these, steady-state levels range from 15% to 68% of effluent values, with lower concentrations observed in the more acidic plumes, again indicative of a mineral solubility control, possibly variscite.PO₄³⁻ behaviour in these plumes suggests that, although P migration velocity is controlled by the processes of sorption, the magnitude of PO₄³⁻ that is present is governed by the constraints of phosphate mineral solubility. When septic systems on sands are located relatively close to sensitive surface water bodies and when long-term downgradient impact is the primary concern, more attention should be focused on the geochemical conditions that control PO₄³⁻ mineral solubility rather than only on the sorption characteristics of the sediment.