Home / Hill, William R. Modifications of the Plan of the New Croton Dam. Paper read before the American Water Works Association, St. Louis, Missouri, June 8, 1904. Pamphlet T 462, Cornell University Library. / Passage

Modifications of the Plan of the New Croton Dam

Hill, William R. Modifications of the Plan of the New Croton Dam. Paper read before the American Water Works Association, St. Louis, Missouri, June 8, 1904. Pamphlet T 462, Cornell University Library. 310 words

It calls for a very large quantity of masonry ; in fact , there will be no less than 800,000 cubic yards . In this connection it may be of interest to note that it will be the largest block of masonry in the world , excepting the Egyptian pyramids . There are three distinct features of the dam , the spillway at the north end ; the main stone dam crossing the valley and the embankment at the south end .

The spillway wall is built on the side of the valley , curving up stream from the stone dam ; it is 1,000 feet long , to feet ; high at the end and 150 feet high at its junction with the dam . It is rubble masonry , faced on the water side with cut stone in regular courses and the lower side is in steps of large blocks of stone . A channel for the overflow is excavated in the rock back of the wall leading down to the river below the dam .

The main stone dam , according to the original plan , was to be 600 feet long , extending from the spillway to the foot of the slope at the south side of the valley , thence an embankment and core wall 568 feet long was to continue to the end , making a structure 2,168 feet long . The main stone dam is rubble masonry , faced on both sides , above the surface of the ground , with cut stone in regular courses .

It is 297 feet high from the deepest point of the foundation , which is 131 feet below the bed of the river . Its greatest width at the base is 206 feet and the width at the top is 20 feet .