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Description: Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to...
Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall
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Description: Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to...
Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall

Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall

Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall

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Description: Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to...
Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall
Abstract
The Taggart Outfall 30 is 7,600 LF, 66-120” brick sewer constructed in 1906 and is one of the longest-serving, large diameter, sewer pipes in the City of Portland. Over the past century, the City's Bureau of Environmental Services has utilized this asset with multiple retrofits that allow the tunnel to function today as a critical piece of the combined sewer infrastructure and in 2012 had identified it as a candidate for structural rehabilitation. As part of their proactive approach to asset management for critical conveyance assets such as this, the City developed a quantifiable, risk-based approach to prioritizing rehabilitation of large diameter wastewater pipelines known as the net Benefit-Cost Ratio (nBCR) method. This paper will review the background, preliminary design & alternatives analysis with a description of the nBCR lifecycle cost method.
The Taggart Outfall 30 is 7,600 LF, 66-120” brick sewer constructed in 1906 and is one of the longest-serving, large diameter, sewer pipes in the City of Portland. Over the past century, the City's Bureau of Environmental Services has utilized this asset with multiple retrofits that allow the tunnel to function today as a critical piece of the combined sewer infrastructure and in 2012 had...
Author(s)
Tammy CleysMark JohnsonDan Buonadonna
SourceProceedings of the Water Environment Federation
SubjectResearch Article
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Sep, 2016
ISSN1938-6478
DOI10.2175/193864716819714483
Volume / Issue2016 / 7
Content sourceWEFTEC
Copyright2016
Word count148

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Description: Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to...
Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall
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Description: Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to...
Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall
Abstract
The Taggart Outfall 30 is 7,600 LF, 66-120” brick sewer constructed in 1906 and is one of the longest-serving, large diameter, sewer pipes in the City of Portland. Over the past century, the City's Bureau of Environmental Services has utilized this asset with multiple retrofits that allow the tunnel to function today as a critical piece of the combined sewer infrastructure and in 2012 had identified it as a candidate for structural rehabilitation. As part of their proactive approach to asset management for critical conveyance assets such as this, the City developed a quantifiable, risk-based approach to prioritizing rehabilitation of large diameter wastewater pipelines known as the net Benefit-Cost Ratio (nBCR) method. This paper will review the background, preliminary design & alternatives analysis with a description of the nBCR lifecycle cost method.
The Taggart Outfall 30 is 7,600 LF, 66-120” brick sewer constructed in 1906 and is one of the longest-serving, large diameter, sewer pipes in the City of Portland. Over the past century, the City's Bureau of Environmental Services has utilized this asset with multiple retrofits that allow the tunnel to function today as a critical piece of the combined sewer infrastructure and in 2012 had...
Author(s)
Tammy CleysMark JohnsonDan Buonadonna
SourceProceedings of the Water Environment Federation
SubjectResearch Article
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Sep, 2016
ISSN1938-6478
DOI10.2175/193864716819714483
Volume / Issue2016 / 7
Content sourceWEFTEC
Copyright2016
Word count148

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Tammy Cleys# Mark Johnson# Dan Buonadonna. Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 1 Oct. 2025. <https://www.accesswater.org?id=-279333CITANCHOR>.
Tammy Cleys# Mark Johnson# Dan Buonadonna. Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed October 1, 2025. https://www.accesswater.org/?id=-279333CITANCHOR.
Tammy Cleys# Mark Johnson# Dan Buonadonna
Quantifiable Risk Management for Large Diameter Sewers, Portland's Approach to Rehabilitation of a 100-yr-old Brick Outfall
Access Water
Water Environment Federation
December 22, 2018
October 1, 2025
https://www.accesswater.org/?id=-279333CITANCHOR