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Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation
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Description: Book cover
Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation

Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation

Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation

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Description: Book cover
Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation
Abstract
To provide greater treatment capacity and to meet new water quality criteria for discharge to the Chattahoochee River, Cobb County Water System (CCWS) construction a new 60 million gallon per day (mgd) liquid treatment facility at the R.L. Sutton Water Reclamation Facility (Sutton WRF). A restricted site (25 acres) combined with an effluent limit on total phosphorus of 0.5 mg/L resulted in the decision to use chemically enhanced primary treatment (CEPT) to both minimize facility footprint and to provide phosphorus removal. Based on performance between May 2005 and April 2006, the new CEPT process facility at the Sutton WRF is removing over 50% of the influent 5-day biochemical oxygen demand (BOD5), over 60% of total suspended solids (TSS), and nearly 50% of the influent phosphorus. Jar settling tests performed during design indicated improved performance with chemical coagulation, and rapid mix and flocculation basins were provided prior to circular primary clarifiers. The primary coagulant is currently ferrous chloride, however, no polymer is used at this time. Although the facility is hydraulically under-loaded, it is meeting strict effluent limits with a low coagulant dose.
To provide greater treatment capacity and to meet new water quality criteria for discharge to the Chattahoochee River, Cobb County Water System (CCWS) construction a new 60 million gallon per day (mgd) liquid treatment facility at the R.L. Sutton Water Reclamation Facility (Sutton WRF). A restricted site (25 acres) combined with an effluent limit on total phosphorus of 0.5 mg/L resulted in the...
Author(s)
Jeffrey A. MillsRoderick D. ReardonC. Edward ChastainJohn L. CameronGregory V. Goodman
SourceProceedings of the Water Environment Federation
SubjectSession 26: Municipal Wastewater Treatment Processes: Preliminary/Primary Treatment
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2006
ISSN1938-6478
SICI1938-6478(20060101)2006:11L.1982;1-
DOI10.2175/193864706783750132
Volume / Issue2006 / 11
Content sourceWEFTEC
First / last page(s)1982 - 1992
Copyright2006
Word count202

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Description: Book cover
Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation
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Description: Book cover
Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation
Abstract
To provide greater treatment capacity and to meet new water quality criteria for discharge to the Chattahoochee River, Cobb County Water System (CCWS) construction a new 60 million gallon per day (mgd) liquid treatment facility at the R.L. Sutton Water Reclamation Facility (Sutton WRF). A restricted site (25 acres) combined with an effluent limit on total phosphorus of 0.5 mg/L resulted in the decision to use chemically enhanced primary treatment (CEPT) to both minimize facility footprint and to provide phosphorus removal. Based on performance between May 2005 and April 2006, the new CEPT process facility at the Sutton WRF is removing over 50% of the influent 5-day biochemical oxygen demand (BOD5), over 60% of total suspended solids (TSS), and nearly 50% of the influent phosphorus. Jar settling tests performed during design indicated improved performance with chemical coagulation, and rapid mix and flocculation basins were provided prior to circular primary clarifiers. The primary coagulant is currently ferrous chloride, however, no polymer is used at this time. Although the facility is hydraulically under-loaded, it is meeting strict effluent limits with a low coagulant dose.
To provide greater treatment capacity and to meet new water quality criteria for discharge to the Chattahoochee River, Cobb County Water System (CCWS) construction a new 60 million gallon per day (mgd) liquid treatment facility at the R.L. Sutton Water Reclamation Facility (Sutton WRF). A restricted site (25 acres) combined with an effluent limit on total phosphorus of 0.5 mg/L resulted in the...
Author(s)
Jeffrey A. MillsRoderick D. ReardonC. Edward ChastainJohn L. CameronGregory V. Goodman
SourceProceedings of the Water Environment Federation
SubjectSession 26: Municipal Wastewater Treatment Processes: Preliminary/Primary Treatment
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2006
ISSN1938-6478
SICI1938-6478(20060101)2006:11L.1982;1-
DOI10.2175/193864706783750132
Volume / Issue2006 / 11
Content sourceWEFTEC
First / last page(s)1982 - 1992
Copyright2006
Word count202

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Jeffrey A. Mills# Roderick D. Reardon# C. Edward Chastain# John L. Cameron# Gregory V. Goodman. Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 28 Jun. 2025. <https://www.accesswater.org?id=-292827CITANCHOR>.
Jeffrey A. Mills# Roderick D. Reardon# C. Edward Chastain# John L. Cameron# Gregory V. Goodman. Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 28, 2025. https://www.accesswater.org/?id=-292827CITANCHOR.
Jeffrey A. Mills# Roderick D. Reardon# C. Edward Chastain# John L. Cameron# Gregory V. Goodman
Chemically Enhanced Primary Treatment for a Large Water Reclamation Facility on a Constricted Site – Considerations for Design, Start-Up, And Operation
Access Water
Water Environment Federation
December 22, 2018
June 28, 2025
https://www.accesswater.org/?id=-292827CITANCHOR