National Dam Inspection Program. Converse Lake Dam (CT 00044). Connecticut Coastal Basin, Greenwich, Connecticut. Phase I Inspection Report.

Abstract

The dam, built in the early 1900's, is a stone masonry gravity section with an earth fill and a dry-laid stone retaining wall on the downstream slope. There is a series of dikes located approximately 200 feet northwest of the dam. The dam is 175 feet long (not including the spillway) and 8 feet wide at the top, which is at elevation 426.7 and 30 feet above the streambed of Converse Pond Brook. The spillway is 30 feet long and cut into bedrock at the right end of the dam. The outlets are 16 inch (O.D.) and 21 inch (I.D.) cast iron pipes located at the central part of the dam. Based upon the visual inspection at the site and past performance, the dam is judged to be in poor condition. The general condition of the masonry appears to be fair, although there are trees and brush on the downstream slope and the dry laid stone retaining wall at the toe of the dam needs repair. There are areas which require monitoring and maintenance such as seepage through the dam and dikes, the growth on the downstream slope, the stone wall at the toe of the dam and brush in the spillway. The spillway capacity at the test flood is 360 cfs with the remaining 330 cfs outflow being released over the dikes. The spillway capacity with the lake level to the top of dam is 520 cfs.

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Document Details

Document Type
Technical Report
Publication Date
Feb 01, 1980
Accession Number
ADA142699

Entities

Organizations

  • New England District, U.S. Army Corps of Engineers

Tags

Communities of Interest

  • Weapons Technologies

DTIC Thesaurus Topics

  • Civil Engineering
  • Construction
  • Earth Fills
  • Embankments
  • Engineering
  • Engineers
  • Environmental Protection
  • Failure Mode And Effect Analysis
  • Flood Control
  • Materials
  • New England
  • New York
  • Office Buildings
  • Retaining Walls
  • Visual Inspection
  • Warning Systems
  • Water Resources

Readers

  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering
  • Hydrologic Risk Analysis and Mitigation.