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Cherry Creek Reservoir lies on Cherry Creek at its confluence with Cottonwood Creek, at the southeast edge of the Denver metropolitan area in Arapahoe County. Under normal conditions, the reservoir is 1.3 miles long, with an average depth of almost 15 feet, a surface area of 875 acres, and a storage capacity of 12,885 acre-feet of water. Approximately 390 square miles drains into Cherry Creek Reservoir. Cherry Creek Reservoir
Cherry Creek Reservoir
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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(U.S. Army Corps of Engineers photo by Declan Barnes) Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
Flood Risk Feasibility Study for Atchison and Nemaha counties 01.15.25
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Cherry Creek Reservoir lies on Cherry Creek at its confluence with Cottonwood Creek, at the southeast edge of the Denver metropolitan area in Arapahoe County. Under normal conditions, the reservoir is 1.3 miles long, with an average depth of almost 15 feet, a surface area of 875 acres, and a storage capacity of 12,885 acre-feet of water. Approximately 390 square miles drains into Cherry Creek Reservoir. Cherry Creek Reservoir
Cherry Creek Reservoir
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Cherry Creek Reservoir lies on Cherry Creek at its confluence with Cottonwood Creek, at the southeast edge of the Denver metropolitan area in Arapahoe County. Under normal conditions, the reservoir is 1.3 miles long, with an average depth of almost 15 feet, a surface area of 875 acres, and a storage capacity of 12,885 acre-feet of water. Approximately 390 square miles drains into Cherry Creek Reservoir. Cheery Creek Reservoir
Cheery Creek Reservoir
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Team members from the U.S. Army Corps of Engineers. Omaha District, the 28th Bomb Wing, Air Force Global Strike Command, and the commercial construction project management team participate in a rehearsal of concept drill at Ellsworth Air Force Base, S.D., Dec. 3, 2024. The exercise focused on planning the temporary relocation of B-1B Lancer bombers and personnel to Grand Forks Air Force Base, N.D., as part of a $129.5 million runway replacement project. (U.S. Army photo by Andrew Nystrom) USACE Omaha District Collaborates with 28th Bomb Wing, Project Teams on Runway, Critical Infrastructure Repair at Ellsworth AFB
USACE Omaha District Collaborates with 28th Bomb Wing, Project Teams on Runway, Critical Infrastructure Repair at Ellsworth AFB
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Col. Robert Newbauer, U.S. Army Corps of Engineers, Omaha District commander, makes notations on a map as Col. Derek Oakley, 28th Bomb Wing commander, looks on as they lead a rehearsal of concept drill at Ellsworth Air Force Base, S.D., Dec. 3, 2024. The exercise focused on planning the temporary relocation of B-1B Lancer bombers and personnel to Grand Forks Air Force Base, N.D., as part of a $129.5 million runway replacement project. (U.S. Army photo by Andrew Nystrom) USACE Omaha District Collaborates with 28th Bomb Wing, Project Teams on Runway, Critical Infrastructure Repair at Ellsworth AFB
USACE Omaha District Collaborates with 28th Bomb Wing, Project Teams on Runway, Critical Infrastructure Repair at Ellsworth AFB
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A photo to go with a story Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting the story. Gavins Point powerhouse annual maintenance in full swing
Gavins Point powerhouse annual maintenance in full swing
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A photo supporting a story 2024 Missouri River operations come to a close
2024 Missouri River operations come to a close
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USACE Omaha District Photos

Out with the old, in with the new: Bulkhead gates at Gavins Point Dam replaced for the first time
Scott Swanson, U.S. Army Corps of Engineers, Omaha District contracting officer representative for the Gavins Point Project, provides guidance and quality assurance during the replacement of powerhouse draft tube bulkhead gates October 22, 2024. (U.S. Army Corps of Engineers photo by Delanie Stafford)
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Tags: U.S. Army Corps of Engineers, Gavins Point Dam, Omaha District, bulkhead gate
Photo by: Delanie Stafford |  VIRIN: 241022-A-KS317-1031.JPG
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