ENVIRONMENTAL HEALTH 347
toluene) but does oxidize some inorganic compounds which
are not measured, that is, affected by the BOD analysis.
When storm water and domestic sewage enter a sewer
it is called a combined sewer. If domestic sewage and storm
water are collected separately, in a sanitary sewer and in
a storm sewer, then the result is a separate sewer system.
A sewage works or sewage system is a combination of
sewers and appurtenances for the collection, pumping and
transportation of sewage, sometimes, also called sewerage,
plus facilities for treatment and disposal of sewage, known
as the sewage treatment plant.
The privy, or one of its modifi cations, is the common
device used when excreta is disposed of without the
aid of water. When excreta is disposed of with water, a
water-carriage sewage disposal system is used; generally
all other domestic liquid wastes are included.
Stream Pollution and Recovery
Although the 5-day BOD is the best single measure of
wastewater or polluted water organic loading, aquatic organ-
isms when measured with the biochemical oxygen demand,
the chemical oxygen demand where indicated, the dissolved
oxygen, and the sanitary survey taken all together are the
best indicators of water pollution. Other chemical and bacte-
rial analyses provide additional information.
In a freshly polluted water, during the fi rst stage (5 to
20 days at 20°C), mostly carbonaceous matter is oxidized.
This is demonstrated by an immediate increase in the stream
BOD and oxygen utilization in the area of pollution dis-
charge, followed by the second or nitrifi cation stage where
a lesser but uniform rate of oxygen utilization takes place
for an extended period of time. This is accompanied by a
related characteristic change in the stream biota. The amount
of dissolved oxygen in a receiving water is the single most
important factor determining the waste assimilation capacity
of a body of water.
Stream pollution (organic) is apparent along its length by
a zone of degradation just below the source, a zone of active
decomposition and, if additional pollution is not added, a
zone of recovery. In the zone of degradation the oxygen in the
water is decreased, suspended solids may be increased and
the stream bottom accumulates sludge. The fi sh life changes
from game and food species to coarse. Worms, snails, and
other biota associated with pollution increase. In the zone of
active decomposition, the dissolved oxygen is further reduced
and may approach zero. The water becomes turbid and gives
off foul odors. Fish disappear, anaerobes predominate in the
Spring in rock
Spring in sand
4 " reinforced concrete
1/4" rods 6" o.c. both ways or
4 " x 4 " mesh, No. 6 wires
4 " reinforced concrete
1/4" rods 6" o.c. both ways or
4 " x 4 " mesh, No. 6 wires
1 " overflow or larger
24 " manhole, optional
12 "
6 "
21 2 "
Animal fence
Surface water
diversion ditch
around spring
25 ' to 30'
Clay or hardpan
Water bearing stratum
(sand and gravel)
Dry wall; loose stones
Shutoff valve
Strainer Pipe poured in place
Delivery pipe, below frost to
storage tank, pump, building etc.
Rock
Fill all surface
cracks in rock
with cement grout
Concrete gutter
around spring
Water source
fissure or fault
Gutter
Earth
Clay soil backfill
wet and tamped
Wall keyed
in rock
Backfill
Drain
Union
Overflow set at
normal water level
Floor drain pan and 2"
drain pipe poured in place
FIGURE 5 Properly constructed springs. Reprinted, with permission, from Environmental
Sanitation, Joseph A. Salvato, Jr., John Wiley & Sons, Inc., copyright, 1958.
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