Capacity

• 13.5 MGD

Influent

• Receives Force Main flows from the Junction Pump Station, the Covenant Branch Pump Station, and the Industrial Park Pump Station.
• Influent flow is measured by a Parshall Flume.
• Septic Waste Receiving Pump Station located before the Parshall Flume.

Screening

• Two Mechanical Bar Screens with 1 inch clear openings.

Grit Removal

• One chain and bucket type grit collector.
• Aeration System with two Positive displacement blowers.
• One collection hopper for Transport to Landfill.

Extended Aeration

• Two Aeration Basins with a 7 MG volume each.
• Each Basin will have: Twelve 20 HP brush aerators and three Solar powered floating mixers.
• Retention Time Approximately 24 hours at 13.5 MGD flow rate.
• Two flow splitter boxes to regulate flow to clarifiers.
• Two 90 Ft. diameter clarifiers; Siphon feed, Peripheral effluent, and suction type sludge collectors.
• Two 130 Ft. diameter clarifiers; Siphon feed, Peripheral effluent, and suction type sludge collectors.
• Wet well/Dry well recirculation station No. 1 with three 1550 GPM centrifugal pumps.
• Wet well/Dry well recirculation station No. 2 with three 3125 GPM centrifugal pumps.
• Two 800 GPM Submersible Waste Activated Sludge Pumps.

Disinfection

• Two V-notch 500 lb/day Automatic Chlorinator w/flow proportional controllers.
• Automatic Switchover with vacuum regulator.
• Dual Ton Cylinder Weight Scale.
• One V-notch 500 lb/day Manual Chlorinator.
• One flash mixing chamber with turbine type mixer for a 14,000 GPM chamber flow.
• Three 74,000 gallon baffled chlorine contact basins.

Chemical Feed

• Storage Tank for Polymer and associated feed pumps
• Storage Tank for Sodium Bisulfite and associated feed for Dechlorination

Dechlorination

• Sodium Bisulfite is used for Dechlorination
• Located in common trough for all three chlorine contact basin effluents.

Aerobic Sludge

• One 2.3 MG Basin

Digestion

• Four 20 HP brush aerators.
• Wet well/Dry well decant station.
• Two 300 GPM Centrifugal pumps.
• Decant pumps to the recirculation wetwell.

Wet Well/Dry Well Waste Sludge Pumping Station

• Two 150 GPM centrifugal pumps.
• Pumps sludge to Sludge Holding Lagoon or day tank at Dewatering Building.

Sludge Dewatering & Disposition

• One 2.0 meter Belt Filter Press rated at 2000 pounds/hour.
• One 50,000 gallon sludge storage tank.
• One covered, concrete 14,800 square feet dewatered sludge storage shelter.
• Two 2 MG Sludge Holding Lagoons (Currently unused)
• Five Sludge Drying Beds (Currently unused)
• One Gravity Decant Dewatering Line
• One Pump Assisted Gravity Decant Dewatering Line Decant water returns to recirculation wetwell
• Sludge is Land Applied by Contracted Company