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Cherry Creek Diversion Pump Station

A Key Component of the Rueter-Hess Water Supply System

The Cherry Creek Diversion Pump Station transports the primary source of raw water for the Parker Water and Sanitation District's renewable surface water treatment system to the 75,000-acre-foot Rueter-Hess Reservoir.

The Cherry Creek Diversion Pump Station transports the primary source of raw water for the Parker Water and Sanitation District's renewable surface water treatment system to the 75,000-acre-foot Rueter-Hess Reservoir.

The pump station contains five, 4,160-volt pumps with variable-frequency drives capable of producing a combined 4,750 horsepower.

The pump station contains five, 4,160-volt pumps with variable-frequency drives capable of producing a combined 4,750 horsepower.

At the end of 15,800 feet of 48-inch welded-steel pipe, more than 32,000 gallons of water per minute are deposited into a stream on the west side of the Rueter-Hess Reservoir.

At the end of 15,800 feet of 48-inch welded-steel pipe, more than 32,000 gallons of water per minute are deposited into a stream on the west side of the Rueter-Hess Reservoir.

Owner/Client
Parker Water and Sanitation District
Location
Douglas County, CO
Services
Engineering
Markets
Water
Cost
$5.6 million
Completed
2007
Region
West

As part of the Parker Water and Sanitation District’s 30-year plan to convert from groundwater to more sustainable renewable surface water supply and treatment, we designed a pump station, inlet channel, and mechanical bar screens on the banks of Cherry Creek in approximately six months. An air-filled bladder located in the creek diverts treated wastewater effluent blended with native surface water into the pump station—a process known as indirect reuse. Large steel gates restrict oversized debris from entering the facility and two eight-foot mechanical bar screens are equipped with chain-driven debris-removal hooks. The pump station contains five, 4,160-volt pumps with variable-frequency drives capable of producing 4,750 horsepower to convey up to 50-million gallons of raw water to the reservoir every day.

Our structural design included a concrete sedimentation channel, influent channel, wet well, and pump house. We designed approximately 15,800 feet of 48-inch welded-steel pipe, which required steady state and transient hydraulic modeling, appurtenance design, thrust restraint design, and tie-ins to existing pipelines.

15,800

feet of welded-steel pipe

4,750

horsepower produced by five pumps

30,000+

gallons of water moved per minute

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