MWRA is an unfiltered surface water wholesaler to 43 communities in the Commonwealth of
Massachusetts. Current treatment includes primary disinfection with sodium hypochlorite. This is
followed by soda ash, carbon dioxide and fluoride addition about 5 hours downstream. Chlorine gas is
added followed by ammonia for residual disinfection about 10 hours further downstream from the soda ash
addition.
MWRA's source water pH and alkalinity are typically less than 7.2 and 5 mg/L as calcium carbonate,
respectively. The soda ash and carbon dioxide addition was implemented for corrosion control, primarily
to address the lead and copper rule. Both lead and copper levels have decreased tremendously and the 90th
percentile lead level is hovering around the action level of 15 ppb. Current operating targets are pH 9.1 and
alkalinity of 35 mg/L as calcium carbonate. Added benefits from this corrosion control scheme include
decreases in both copper and lead levels in the wastewater bio-solids, decreases in complaints about
discolored water, as well as manageable levels of nitrification.
This paper focuses on the interactions between the effects of increased buffering capacity on iron
release and the interaction of iron release with chloramine and pH stability, as well as chloramine stability
and nitrification. The results should be applicable to other systems with low raw water alkalinity and use
chloramine for residual disinfection.
Includes 3 references, figures.