Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
=158. Steel Sheet Piling.=—This is coming into more general use with the
increased cost of lumber and better acquaintance with its superiority
over wood under many conditions. Although its first cost is higher than
that of wood, the fact that with proper care it can be used almost an
indefinite number of times renders it economical to contractors who may
have an opportunity to make repeated use of it. The life of good yellow
pine sheeting with the best of care may be as much as three or four
seasons. With no particular care it will be destroyed at the first
using. Fig. 112 shows various sections of steel piling used for trench
sheeting. These forms are practically water-tight and aid materially in
maintaining dry trenches. The piling can be made water tight by slipping
a piece of soft wood between the steel sections when they are being
driven, or by pouring in between the piles some dry material which will
swell when wet. The piling is generally driven by a steam hammer and is
pulled by attaching a ring through a bolt hole in the pile, or by
grasping the pile with a clutch that tightens its grasp as the pull
increases. An inverted steam hammer attached to the pile is sometimes
used in pulling it. The impulses of the hammer together with a steady
pull on the cable serve to drag out the most stubborn piece of piling.
[Illustration:
FIG. 112.—Sections of Lackawanna Steel Sheet Piling.
]
LINE AND GRADE
=159. Locating the Trench.=—In order to locate a trench a line of stakes
should be driven at about 50–foot intervals along the center line of the
proposed sewer before excavation is commenced. Reference stakes or
reference points to this line are located at some fixed offset or easily
described point, or the stakes marking the center line of the trench may
be driven at some constant offset distance one side of the trench, in
order to avoid danger of loss or disturbance of the stakes. Grade or cut
is seldom marked on the line of preliminary stakes, although the
approximate cut may be indicated.
For hand excavation the foreman lays out the trench from these stakes.
In machine work the operator guides the machine so as to follow the line
of the stakes.
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