Municipal and industrial sewers have come under increased regulatory s
crutiny as sources of volatile organic compound (VOC) emissions to the
ambient atmosphere. A well-ventilated municipal sewer interceptor tha
t receives significant quantities of VOC-laden industrial wastewater w
as studied to quantify VOC emissions. Headspace outgassing rates acros
s four manhole covers were as high as 2300 m(3)/h. Emissions were grea
test for toluene, approaching 100 g/h from a single manhole cover at t
he mid-point of the 24-hour event. Significant diurnal and weekday/wee
kend trends were observed. Emissions from a single manhole cover rival
ed or exceeded those summed over aerated grit chambers and aeration ba
sins at four large municipal wastewater treatment facilities in Southe
rn Ontario, The primary source of VOC stripping was observed to be a s
eries of large drop structures, with aromatic VOC stripping efficienci
es ranging from 25 to 38% across two drops. Finally, an existing model
that predicts VOC emissions from sewers was observed to reasonably pr
edict measured stripping efficiencies. An important conclusion of this
study is that large fractions of VOCs may be removed from wastewater
and emitted to the ambient atmosphere prior to entering a downstream t
reatment facility.