Atch-01 PWS Attachment 8.3. Short Stay Wastewater Treatment Plant Site Layout Drawings and Photos.pdf
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- Solicitation number
- FA441826Q0031
About this file
This document is a technical overview and site documentation for the Joint Base Charleston Short Stay (JB CHS-SS) Wastewater Treatment Plant (WWTP) located at Joint Base Charleston in South Carolina. The facility treats sanitary sewer influent from base operations and discharges treated effluent to Lake Moultrie. The WWTP employs a multi-stage treatment process consisting of preliminary treatment (barscreen), primary treatment (clarifiers), secondary biological treatment (two aeration basins with surge tank), tertiary filtration, and chlorination/dechlorination disinfection. Raw sanitary sewer enters through a 10-inch pipe to a wetwell and valve vault, then flows through two clarifiers and two aeration basins where blowers provide oxygen for microbial treatment. The treated wastewater then passes through an equalization weir, tertiary filter, and chlorination/dechlorination contact chamber before final discharge through an outlet pipe to Lake Moultrie.
The documentation includes site layout maps, process flow diagrams with color-coded flow lines (green for raw influent, purple for process wastewater, blue for treated effluent), and multiple site photographs showing the treatment basins, clarifiers, aeration equipment, chlorination and dechlorination chambers, and effluent sampling and holding infrastructure. Key components visible at the facility include a surge tank/aeration basin number one, aeration basin number two, two clarifiers, an equalization weir, a tertiary filter, a chlorination and dechlorination contact chamber, and supporting infrastructure including an office/storage building, wetwell, valve vault, and temporary effluent holding tank. The facility demonstrates active operations with water quality monitoring and sample collection procedures in place.
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Text version
JB CHS-SS
WWTP
NOTES
= Raw Sanitary Sewer (Influent)
= WWTP Process Wastewater (Ideal Flow Pattern)
= Treated Wastewater (EƯluent)
Photo 1 - JB CHS Short Stay Wastewater Treatment Plant Site Layout & Components
Wetwell
Valve Vault
Influent Pipe From Wetwell
Surge Tank / Aeration Basin #1
Aeration Basin #2
Clarifiers (2)
Equalization Wier
Photo 2 - JB CHS Short Stay Wastewater Treatment Plant Site Layout & Components
Tertiary Filter
Cl and De-Cl Contact Chamber
Surge Tank / Aeration Basin #1
Effluent Outlet Pipe To Lake Moultrie
Office/Storage
Photo 3 - JB CHS Short Stay Wastewater Treatment Plant Site Layout & Components Viewing from the Top Side
Surge Tank / Aeration Basin #1 Equalization
Wier
Aeration Basin #2
Clarifiers (2) Tertiary Filter
Cl and De-Cl Contact Chamber
Photo 4 - JB CHS Short Stay Wastewater Treatment Plant Site Layout & Components Viewing from the Top Side
Aeration Basin #2
Clarifiers (2)
Surge Tank / Aeration Basin #1
Tertiary Filter
Cl and De-Cl Contact Chamber
Photo 5 - View of the Chlorination(left) and Dechlorination (right) Chamber
Photo 6 – EƯluent Water Quality Sample Collection Photo 7 - EƯluent Holding Tank (Temporary)
File details come from the government source that posted it. Updated .