National Program for Inspection of Non-Federal Dams. Sandy Hook Dam (CT 00311), Housatonic River Basin, Newtown, Connecticut. Phase I Inspection Report.

Abstract

The Sandy Hook Dam consists of a stone masonry, earth, and concrete structure with a total length of 185 feet and a height from streambed to abutment of 35 feet. The dam was originally constructed in 1870 (from plaque on dam) as a stone masonry structure. The concrete face, walls, deck and intake structure were added at a later date. The downstream face of the right end of the dam had been covered with earth, but the failure of a downstream retaining wall has exposed the original stone masonry. The overflow spillway section is 80 feet long and is interrupted by a 6-foot wide intake structure. The intake structure contains the gate and manual operator for the blowoff. The blowoff consists of a 30-inch pipe through the concrete portion of the dam and a 48 x 55-inch arch through the stone masonry portion of the dam. Two sluice gates with manual operators located near the right end of the dam control the intake to a 72-inch diameter riveted steel conduit which transports water to a turbine. All gates are operational. The dam appears to be in fair condition and requires some work.

Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1980
Accession Number
ADA144298

Entities

Organizations

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

Tags

DTIC Thesaurus Topics

  • Buildings And Structures
  • Concrete
  • Connecticut
  • Construction
  • Dams
  • Diameters
  • Drainage Basins
  • Inspection
  • Masonry
  • Retaining Walls
  • Spillways
  • Transport Ships
  • Walls

Readers

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