At the foot of the incline there was a bank of eight telphers running
on rails securely bolted to the tops of 20-in. I-beams, which were hung
from stringers resting on the upper caps. The beams were erected in
pairs, each pair being securely braced together and to the trestle posts
to prevent swaying. Each telpher occupied the space between two bents,
about 10 ft., so that the entire bank commanded a length of 80 ft.,
which was approximately the length of a rock scow between bulkheads. All
supports for the telphers were provided as a part of the trestle, but
the machines themselves were a part of the contractor's plant.

Four derricks were erected on the extension, two on the north and two on
the south edge of the pier, supported on bents at a sufficient elevation
above the floor to clear a locomotive.

After most of the earth had been excavated, the out-bound set of hoppers
on the south side of the pier was removed, and two derricks were erected
in their place and used for unloading sand, crushed stone, and other
building material.


PLANT.

As the use of the 35th Street pier for the disposal of material required
that the mode of transportation should be by dump-wagons drawn by
horses, the plant in use by the contractor during that period
necessarily differed in many respects from what it was later, when Pier
No. 72 was available. Therefore, the nature of the plant during each
period will be stated. The plant for each period will be divided into
five classes: