Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
=42. Preliminary Map.=—The first step in the design of a sewerage system
is the preparation of a map of the district to be served within the
limits of its probable growth. The map should be on a scale of at least
200 feet to the inch in the built up sections or other areas where it is
anticipated that sewers may be built, and where much detail is to be
shown a scale as large as 40 feet to the inch may have to be used. The
adoption of so large a scale will usually necessitate the division of
the city or sewer district into sections. A key map should be drawn to
such a scale that the various sections represented by separate drawings
can all be shown upon it. In preparing the enlarged portions of the map
it is not necessary to include these portions of the city in which it is
improbable that sewers will be constructed, such as parks and
cemeteries.
The contour interval should depend on the character of the district and
the slope of the land. In those sections drawn to a scale of 200 feet to
the inch for slopes over 5 per cent, the contour interval need not be
closer than 10 feet. For slopes between 1 and 5 per cent the contour
interval should be 5 feet. For flatter slopes the interval should not
exceed 2 feet, and a one foot interval is sometimes desirable. In
general the horizontal distances between contours should not exceed 400
feet and they should be close enough to show important features of the
natural drainage. Elevations should also be given at street
intersections, and at abrupt changes in grade. For portions of the map
on a smaller scale the contours need be sufficiently close to show only
the drainage lines and the general slope of the land.
The following may be shown on the preliminary map: the elevation of lots
and cellars; the character of the built up districts, whether cheap
frame residences, flat-roof buildings, manufacturing plants, etc.;
property lines; width of streets between property lines and between curb
lines; the width and character of the sidewalks and pavements; street
car and railroad tracks; existing underground structures such as sewers,
water pipes, telephone conduits, etc.; the location of important
structures which may have a bearing on the design of the sewers such as
bridges, railroad tunnels, deep cuts, culverts, etc.; and the location
of possible sewer outlets and the sites for sewage disposal plants.
Fig. 24 shows a preliminary map for a section of a city, on which the
necessary information has been entered. The map is made from survey
notes. All streets are paved with brick. The alleys are unpaved. The
entire section is built up with high-class detached residences averaging
one to each lot. The lots vary from 1 to 3 feet above the elevation of
the street.
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