2.0 SYSTEM DESIGN
2.5 System Configurations
Elevated Bed Systems
Elevated beds are designed for sites with soil, depth to groundwater or restrictive feature constraints that do not
allow for in-ground bed systems. An elevated bed system is a soil absorption field with any part of the AES system
(6 in basal system sand layer and 12 in tall AES pipe rows) is located above original grade. Side-slope tapering is
used to blend the raised portion of the system with the existing grade. Elevated bed systems require 6 in fill
extensions on each side (measured from the pipe), after which side-slope tapering is to be a maximum of 3
horizontal feet for each 1 ft of vertical drop until it meets existing grade. In systems sloping greater than 5%, there
must be a minimum of 2.5 ft of system sand extension (3 ft measured from the pipe) beyond the last down-slope
row of pipe. There must be a minimum of 12 in of cover material over the ends of all system sand extensions (if
present).
Illustration of an elevated level bed:
Illustration of an elevated sloping bed:
In-Ground Bed Systems
Systems are installed at or below existing grade for sites with no soil restrictive features within 30 in of grade. In-
ground systems that slope over 5% require a 2.5 ft system sand extension on the downhill side of the field. In-
ground on level site:
Trench Systems
AES pipe may be installed in trench configurations on level or sloping terrain. Trench systems incorporate one or
more rows of AES pipe per trench. A minimum of 3 in of system sand is required above and 6 in below, between,
and around the perimeter of the AES pipe. Consult the Rules for acceptable trench width and/or required trench
separation.
© Presby Environmental, Inc., Design & Installation Manual, September 2020 Edition
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