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Description: W13-Proceedings
Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds
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Description: W13-Proceedings
Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds

Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds

Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds

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Description: W13-Proceedings
Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds
Abstract
The Stamford and Hobart Wastewater Treatment Plants are located in the headwaters of the West Branch Delaware River feeding the Cannonsville Reservoir, an integral component of the New York City water supply system. Federal regulations require a drinking water filtration plant for the NYC water supply unless specific filtration avoidance requirements can be met. One requirement necessitated that WWTPs discharging in the NYC watershed be upgraded to tertiary treatment. The Stamford WWTP was upgraded with a two stage tertiary granular media filtration system whereas the Hobart WWTP upgrade utilized a hollow fiber microfiltration system. Both systems were designed to eliminate the discharge of pathogenic protozoans while also reducing solids and phosphorus concentrations. Over ten years of operation has proved that both systems are robust, reliable and capable of meeting design expectations. Significant long term reductions in effluent turbidity, total suspended solids, phosphorus and fecal Coliform have been achieved.
The Stamford and Hobart Wastewater Treatment Plants are located in the headwaters of the West Branch Delaware River feeding the Cannonsville Reservoir, an integral component of the New York City water supply system. Federal regulations require a drinking water filtration plant for the NYC water supply unless specific filtration avoidance requirements can be met. One requirement necessitated that...
Author(s)
Paul A. LaFiandra
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2013
ISSN1938-6478
DOI10.2175/193864713813716714
Volume / Issue2013 / 7
Content sourceWEFTEC
Copyright2013
Word count168

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Description: W13-Proceedings
Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds
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Description: W13-Proceedings
Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds
Abstract
The Stamford and Hobart Wastewater Treatment Plants are located in the headwaters of the West Branch Delaware River feeding the Cannonsville Reservoir, an integral component of the New York City water supply system. Federal regulations require a drinking water filtration plant for the NYC water supply unless specific filtration avoidance requirements can be met. One requirement necessitated that WWTPs discharging in the NYC watershed be upgraded to tertiary treatment. The Stamford WWTP was upgraded with a two stage tertiary granular media filtration system whereas the Hobart WWTP upgrade utilized a hollow fiber microfiltration system. Both systems were designed to eliminate the discharge of pathogenic protozoans while also reducing solids and phosphorus concentrations. Over ten years of operation has proved that both systems are robust, reliable and capable of meeting design expectations. Significant long term reductions in effluent turbidity, total suspended solids, phosphorus and fecal Coliform have been achieved.
The Stamford and Hobart Wastewater Treatment Plants are located in the headwaters of the West Branch Delaware River feeding the Cannonsville Reservoir, an integral component of the New York City water supply system. Federal regulations require a drinking water filtration plant for the NYC water supply unless specific filtration avoidance requirements can be met. One requirement necessitated that...
Author(s)
Paul A. LaFiandra
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2013
ISSN1938-6478
DOI10.2175/193864713813716714
Volume / Issue2013 / 7
Content sourceWEFTEC
Copyright2013
Word count168

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Paul A. LaFiandra. Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 7 Jun. 2025. <https://www.accesswater.org?id=-281973CITANCHOR>.
Paul A. LaFiandra. Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 7, 2025. https://www.accesswater.org/?id=-281973CITANCHOR.
Paul A. LaFiandra
Long Term Performance of Two Wastewater Tertiary Treatment Systems Approved for Use in the New York City Water Supply Watersheds
Access Water
Water Environment Federation
December 22, 2018
June 7, 2025
https://www.accesswater.org/?id=-281973CITANCHOR