Soil column experiments were performed to differentiate between abioti
c and biological mechanisms for removal of residual organics from chlo
rinated municipal effluent during soil aquifer treatment (SAT) and to
relate SAT efficiency to degree of wastewater treatment. Three water-q
uality parameters were examined: dissolved organic carbon (DOC), ultra
violet (UV) absorbance at 254 nm (UVA(254)), and adsorbable organic ha
lide (AOX). Secondary and tertiary-treated effluents were applied to 1
-m unsaturated columns containing soils from the Sweetwater Undergroun
d Storage and Recovery Facility, Tucson, Ariz. DOC was removed primari
ly by biological activity during SAT. Through-column removal using chl
orinated secondary effluent averaged 48%. UVA(254) reductions were dep
endent on biological and abiotic removal mechanisms. Aerobic biologica
l activity did not contribute significantly to AOX removal. Through-co
lumn reductions for UVA(254) and AOX from secondary effluent averaged
30% and 17%, respectively. Forty-four percent of the through-column DO
C removal and 57% of UVA(254) attenuation occurred in the top 8 cm of
soil. The post-SAT organic quality of secondary and tertiary (dual-med
ia filtered) effluents was essentially equivalent.