steel or concrete (except that all-steel would be
needed for relocatable plants).
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Unless otherwise specified, all materials and equipment shall be new and be
standard commercial products in regular production by the manufacturer, and
suitable for the required service. The sewage treatment plant shall
include the following systems and components: A diffused air aeration
system [or mechanical aerator(s)] for the aeration tank and the aerobic
digester; [mechanical sludge collection equipment [(if used)] for the
settling tank]; froth control system for the aeration tank; sludge pumps in
the settling tank and the aerobic digester for sludge transfer; scum
removal system for the settling tank; [a comminutor at the plant inlet;] a
[chlorinator] [hypochlorinator] and all necessary piping. All structural
steel shall conform to ASTM A 36/A 36M. All submerged steel members shall
have minimum thickness of 6 mm 1/4 inch. [Reinforced concrete slab shall
be designed and constructed for all-steel treatment plant].
2.7
TANKS
2.7.1
General
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NOTE: Use appropriate wording depending on whether
plant is to be installed above ground (hydrostatic
pressures...liquid level) or below ground (soil
pressures...operating level).
The following factors should be considered in
determining whether plant will be aboveground (at
finished grade) or below ground (below finished
grade):
1. Gravity flow to plant is to be preferred; need
for pumping sewage to plant should be avoided.
2. Elevation should be such as to avoid flooding
from surface runoff.
3. Plant should be not less than 900 mm 3 feet
above water table.
4. Plant should be installed below ground in cold
locations to prevent freezing; however, concrete
plant offers somewhat more protection against
freezing than steel.
5.
Aesthetic considerations.
6.
Extremely aggressive soil conditions.
7. Initial cost savings resulting from aboveground
installation.
8. Projected relocation of plant.
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NOTE: Delete references to and requirements for
SECTION 11375N
Page 27