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The Sandhogs Who Brought Water to NYC
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Sandhogs are urban miners and underground construction workers who’ve been tunneling through sand, mud, and bedrock for well over a century. They dug New York’s subway, traffic, sewer, and water tunnels, as well as foundations for structures like the Woolworth Building. The term “sand hogs” originated with workers digging the sandy bottom of the East River inside caissons to build the Brooklyn Bridge. Over time, the term expanded to describe any laborer working underground in the City, and became specifically tied to the Local 147 Sandhogs Union. NYC built three deep pressure tunnels through bedrock to carry water throughout the five boroughs. Placing them hundreds of feet underground kept the water supply safely below any utility and subway tunnels, and the depth required laborers who could work under often grueling and dangerous conditions.
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Manhattan
Board of Water Supply. City Water Tunnel No. 1. Looking down into shaft. September 13, 1911.
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Board of Water Supply. City Water Tunnel No. 1. A Mattson compressed air lock in use during the sinking of a City Water Tunnel No. 1 shaft in the East Village. Pneumatic caissons, sealed off and filled with compressed air, were constructed to pass through up to 100 feet of water-bearing material overlying the bedrock. The air lock enabled safe passage for workers between areas of differing air pressure. October 20, 1911.
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Board of Water Supply. City Water Tunnel No. 1. Excavation for drain in rock. August 4, 1911.
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Board of Water Supply. City Water Tunnel No. 1. Tunnel construction site in Manhattan. Even in the early 20th century there were concerns about construction safety. Note the safety gates on the cage, which carried workers hundreds of feet up and down the shaft. August 14, 1912.
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Board of Water Supply. City Water Tunnel No. 1. This concrete bulkhead and emergency door mark the entrance to a dynamite magazine, located in a "drift" off the main water tunnel. The Board of Water Supply had to apply for permission from the Municipal Explosives Commission to build the nineteen magazines needed for City Water Tunnel No. 1. Note the heavy construction of the door and attendant on guard while dynamite was stored. August 14, 1912.
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Board of Water Supply. City Water Tunnel No. 1. The candle to left shows contact of interbedded gneiss with interbedded limestone. The candle at right is contact with main body of gneiss. All contact show conformity. April 4, 1913.
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Board of Water Supply. City Water Tunnel No. 1. View looking into the completed first section of concrete-lined pressure tunnel in City Water Tunnel No. 1. March 14, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Shows the end of concrete form. After the driving and trimming there was a large fall of rock from the roof, so that steel I-beams were used to support the large flat surface. Note the method of concreting high roof through the upper part of bulkhead. October 29, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Interior of hoist house showing motor driven hoist, operator's control and signal devices. June 11, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Shows tunnel with invert completed and track for carrying the invert concrete to forms beyond. December 20, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Engineers use a sunflower instrument to take cross section measurements during construction of City Water Tunnel No. 1. The sunflower instrument was devised and first utilized by the Aqueduct Commission during construction of the New Croton Aqueduct in the 1890s. March 14, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Myers-Whaley mucking machine with bucket and runner ready to dig. Candle is leaning on 440 volt AC power line. April 3, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Drilling bench underneath Manhattan. The tripod drill pictured in the foreground was used to drill holes in the bench, or floor, of the tunnel for explosives to be inserted. Four or five holes in a row were drilled and shot in 6 foot advances. Excavation was an around-the-clock operation performed in eight-hour shifts. June 11, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Cross-section of tunnel. The rock breakage is about 16 feet diameter. Note engineers' alignment platform, tunnel ditch and track, and supports for electric wires and pipelines. May 23, 1913.
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Board of Water Supply. Manhattan Division. City Water Tunnel No. 1. Sandhogs standing on the cage landing platform at foot of a vertical shaft that leads up to the surface. Loaded muck car on cage is ready for hoisting out of the tunnel for disposal. June 4, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Tunnel inspection by members of the Municipal Engineers Society. The party of over 120 was led by Division Engineer Lazarus White and Assistant Engineer Ralph W. Greenlaw. March 15, 1913.
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Board of Water Supply. City Water Tunnel No. 1. During the excavation deep below Central Park, a man, perhaps a geologist, faces away from some spectacularly folded Manhattan schist. You can see schist outcrops throughout the park, notably at Belvedere Castle. February 28, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Myers-Whaley mucking machine, operated by a 440-volt A.C. electric motor. June 23, 1913.
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Board of Water Supply. City Water Tunnel No. 1. A worker operates a General Electric 85 volt storage battery locomotive during tunnel construction in Manhattan. March 14, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Electrically Driven Deming triplex pump in chamber at foot of shaft. Power for motor is carried down shaft by 3-wire, 440-volt alternating current lines. May 23, 1913.
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Board of Water Supply. City Water Tunnel No. 1. During tunnel construction, storage battery locomotives hauled cars loaded with concrete in order to complete the tunnel lining. Note the double crossover rail in foreground. December 30, 1913.
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Board of Water Supply. City Water Tunnel No. 1. After a dynamite blast, sandhogs removed rubble with the help of a Myers-Whaley mucking machine. The machine picked up the muck and sent it on a conveyor belt to locomotive cars that then transported it through the tunnel and 700 feet up a shaft to the surface. From there, muck was hauled by horse-drawn carriages to scows in the East River and probably dropped into the ocean. Muckers were paid $2 per 8-hour shift. April 4, 1913.
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Board of Water Supply. City Water Tunnel No. 1. Illustration of grouting operations to fill empty space behind the concrete tunnel lining. December 15, 1914.
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Board of Water Supply. City Water Tunnel No. 1. Illustration of tunnel excavation by drill and blast method. To advance the tunnel excavation, holes are drilled in the rock face then filled with explosives. Shooting is the activity of blasting the explosives to break apart the rock. Muck is the rock and mud debris that must be cleared from the tunnel after each blast. This operation was repeated in sequence until the tunnel was fully excavated. April 1914.
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Board of Water Supply. City Water Tunnel No. 1. Assembling rings of steel interlining. Work of riveting flange angle to plate is in progress. Arch block type of roof support may be seen between rings. August 21, 1914.
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Board of Water Supply. City Water Tunnel No. 1. Drilling shallow holes for wooden plugs to which "pans" are attached. The rock is crinkled, banded Fordham gneiss. Above the man at left is a 12 inch band of limestone. January 22, 1914.
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Board of Water Supply. City Water Tunnel No. 1. Workers operating a device for forcing grout behind and around the concrete-lined tunnel, filling voids between the rock and the finished tunnel. May 6, 1914.
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Board of Water Supply. City Water Tunnel No. 1. By September of 1914, work on over five miles of pressure tunnel measuring 14 to 15 feet in diameter was nearing completion. During the year, the tunnel that ran from Burnside Avenue in the Bronx to West 99th Street in Manhattan was lined with concrete, grouted, cleaned, and caulked. These workers are sitting above a finished section of the pipeline perched inside one of the vertical shafts of the tunnel. September 29, 1914.
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Board of Water Supply. City Water Tunnel No. 1. Lowering of a taper bronze tunnel waterway casting weighing 3 tons into tunnel from Central Park. May 6, 1914.
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Board of Water Supply. City Water Tunnel No. 1. Workers use Radialax drills, which rotated in an arc, to cut a slot into the rock at the foot of a tunnel shaft. May 6, 1914.
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Board of Water Supply. Manhattan Division. City Water Tunnel No. 1. 66-inch diameter section valve, used to control water flow between sections of tunnel, ready to be lowered into the tunnel. May 8, 1914.
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Board of Water Supply. City Water Tunnel No. 1. Tunnel end of 10-foot diameter steel interlining in drift part of tunnel diaphragm riveted to pipe. Track from south tunnel running into drift over top of riser pipe. Concrete has been placed around pipes in drift up to level of top of steel riser pipe. August 27, 1914.
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Board of Water Supply. City Water Tunnel No. 1. North Tunnel. Storage battery dinkey pushing cars through sidewall forms. Sidewall platform and arch forms in the distance. January 27, 1914.
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Board of Water Supply. City Water Tunnel No. 1. Looking into drift, bronze pipe in foreground, steel riser pipe on right, and elliptical steel casting and steel diaphragm in upper background. Concrete in floor of drift under elbow of riser and casting. August 27, 1914.
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Board of Water Supply. City Water Tunnel No. 1. Basket steel rebar for a reinforced concrete floor. January 26, 1915.
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Board of Water Supply. City Water Tunnel No. 1. Using teamwork, workers cold bend rebar for a reinforced concrete floor inside City Water Tunnel No. 1 on the Lower East Side. In only two more years, the tunnel would be delivering Catskill water to the City. January 16, 1915.
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Board of Water Supply. City Water Tunnel No. 1. Copper plate lining in tunnel. Brazing together of 5-by-12 foot copper plates. The mottled appearance of the copper plates at upper right was caused by hammering plates back against the concrete with a 2 pound steel hammer. June 8, 1916.
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Board of Water Supply. City Water Tunnel No. 1. Note depth of water through which workers have to transport materials. This condition prevails for 3000 feet. June 8, 1916.
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