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The work described in this paper consisted in the building by the Dock Department, at the foot of Canal Street, North River, New York City, of about 180 ft. of concrete sewer, 16 ft. wide by 7 ft. deep, on a foundation of piles and grillages (Plate LXXIX), with overflow chambers (Plate LXXX) resting on a foundation of piles capped with 12 × 12-in. timbers, and decked. The overflow chambers are designed to carry the storm water and sewage during very high tides. The sewer drains an area of 366 acres, and was originally carried out from the westerly line of West Street in a wooden structure on a crib foundation.
The work described in this paper consisted in the building by the Dock Department, at the foot of Canal Street, North River, New York City, of about 180 ft. of concrete sewer, 16 ft. wide by 7 ft. deep, on a foundation of piles and grillages (Plate LXXIX), with overflow chambers (Plate LXXX) resting on a foundation of piles capped with 12 × 12-in. timbers, and decked. The overflow chambers are designed to carry the storm water and sewage during very high tides. The sewer drains an area of 366 acres, and was originally carried out from the westerly line of West Street in a wooden structure on a crib foundation.
A Concrete Sewer on Piles
Lentilhon, Eugène (author)
Transactions of the American Society of Civil Engineers ; 31 ; 569-575
2021-01-01
71894-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Engineering Index Backfile | 1894
|Engineering Index Backfile | 1894
Engineering Index Backfile | 1894
|Driving concrete piles on sewer job
Engineering Index Backfile | 1948
|Engineering Index Backfile | 1957