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Description: Book cover
Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application
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Description: Book cover
Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application

Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application

Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application

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Description: Book cover
Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application
Abstract
The Town of Centreville, Maryland owns and operates a wastewater collection, transmission and treatment facility that serves approximately 2,500 residents with a present average flow rate of 0.35 million gallons per day (MGD). This paper describes renovations to the facilities to provide a treatment and disposal system that would comply with the stringent effluent requirements associated with discharge to the Chesapeake Bay and to meet the growth needs of the Town. The objectives were to determine the optimal treatment technology to address parameters such as BOD, total nitrogen and phosphorous, as well as, a disposal system to meet discharge restrictions on flow and water quality within the Bay. The selected treatment technology was a new 0.50 MGD Sequencing Batch Reactor (SBR) Treatment facility at the existing treatment plant site. Effluent disposal is managed by two options. During the winter, the facility is permitted for 0.50 MGD stream discharge. Throughout the remainder of the year, a 350-acre farm provides an effluent storage and spray irrigation system.
The Town of Centreville, Maryland owns and operates a wastewater collection, transmission and treatment facility that serves approximately 2,500 residents with a present average flow rate of 0.35 million gallons per day (MGD). This paper describes renovations to the facilities to provide a treatment and disposal system that would comply with the stringent effluent requirements associated with...
Author(s)
Christopher CurranMark Prouty
SourceProceedings of the Water Environment Federation
SubjectSession 38: Small Community and Natural Treatment Systems: Small Community Facilities Evaluations and Upgrades
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2006
ISSN1938-6478
SICI1938-6478(20060101)2006:10L.2960;1-
DOI10.2175/193864706783750989
Volume / Issue2006 / 10
Content sourceWEFTEC
First / last page(s)2960 - 2974
Copyright2006
Word count182

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Description: Book cover
Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application
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Description: Book cover
Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application
Abstract
The Town of Centreville, Maryland owns and operates a wastewater collection, transmission and treatment facility that serves approximately 2,500 residents with a present average flow rate of 0.35 million gallons per day (MGD). This paper describes renovations to the facilities to provide a treatment and disposal system that would comply with the stringent effluent requirements associated with discharge to the Chesapeake Bay and to meet the growth needs of the Town. The objectives were to determine the optimal treatment technology to address parameters such as BOD, total nitrogen and phosphorous, as well as, a disposal system to meet discharge restrictions on flow and water quality within the Bay. The selected treatment technology was a new 0.50 MGD Sequencing Batch Reactor (SBR) Treatment facility at the existing treatment plant site. Effluent disposal is managed by two options. During the winter, the facility is permitted for 0.50 MGD stream discharge. Throughout the remainder of the year, a 350-acre farm provides an effluent storage and spray irrigation system.
The Town of Centreville, Maryland owns and operates a wastewater collection, transmission and treatment facility that serves approximately 2,500 residents with a present average flow rate of 0.35 million gallons per day (MGD). This paper describes renovations to the facilities to provide a treatment and disposal system that would comply with the stringent effluent requirements associated with...
Author(s)
Christopher CurranMark Prouty
SourceProceedings of the Water Environment Federation
SubjectSession 38: Small Community and Natural Treatment Systems: Small Community Facilities Evaluations and Upgrades
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2006
ISSN1938-6478
SICI1938-6478(20060101)2006:10L.2960;1-
DOI10.2175/193864706783750989
Volume / Issue2006 / 10
Content sourceWEFTEC
First / last page(s)2960 - 2974
Copyright2006
Word count182

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Christopher Curran# Mark Prouty. Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 29 Jun. 2025. <https://www.accesswater.org?id=-292776CITANCHOR>.
Christopher Curran# Mark Prouty. Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 29, 2025. https://www.accesswater.org/?id=-292776CITANCHOR.
Christopher Curran# Mark Prouty
Upgrade of a Publicly Sensitive WWTP to Seasonal Discharge into the Chesapeake Bay and to Land Application
Access Water
Water Environment Federation
December 22, 2018
June 29, 2025
https://www.accesswater.org/?id=-292776CITANCHOR