Current through Register Vol. 48, No. 38, September 20, 2024
a) Livestock waste handling facilities must
be designed and constructed according to the following requirements:
1) Storage and transport surfaces, other than
those constructed of concrete, intended to come into contact with livestock
waste must be constructed or installed to achieve a hydraulic conductivity
equal to or less than 1 x 10-7 centimeters per
second.
2) Storage and transport
surfaces constructed of concrete and intended to come into contact with
livestock waste must be constructed or installed to achieve a hydraulic
conductivity equal to or less than 1 x 10-6
centimeters per second.
3) Despite
subsection (a)(1), storage and transport surfaces constructed at enclosed
livestock waste handling facilities intended to house poultry that come into
contact with livestock waste in dry or solid form must be constructed or
installed to achieve a hydraulic conductivity equal to or less than 1 x
10-6 centimeters per second.
4) The livestock waste handling facility must
withstand the following loads:
A) Lateral
loads due to soil and equipment, which must be obtained from Table 2 of the
MidWest Plan Service Concrete Manure Storages Handbook, MWPS-36;
B) Lateral loads due to livestock waste
scraping and handling equipment;
C)
Lateral and vertical loads due to the handling and storage of livestock
waste;
D) Vertical loads on tank
tops, slats, and other horizontal surfaces, which must be obtained from Table 3
of the MidWest Plan Service Concrete Manure Storages Handbook, MWPS-36;
and
E) Vertical loads due to mobile
equipment, stationary equipment, and structures housing the
livestock.
5) The
construction materials must be chemically compatible with the livestock waste
being handled and stored and the supporting soil materials.
6) The livestock waste handling facility must
be designed and constructed to prevent erosion and damage resulting from the
transport, handling, and storage of livestock waste.
7) Existing subsurface drainage lines in the
immediate area of the livestock waste handling facility must be removed or
relocated to provide for a minimum separation distance of at least 50 feet
between the outermost extent of the livestock waste handling facility and the
subsurface drainage line.
8) The
minimum separation distance between the outermost extent of the livestock waste
handling facility and any potential route of groundwater contamination, as
defined in the Illinois Environmental Protection Act [415 ILCS
5 ], must be at least 100 feet. In addition, the
minimum separation distance between the outermost extent of the livestock waste
handling facility and a non-potable well, an abandoned or plugged well, a
drainage well, or an injection well must be at least 100 feet.
9) The design and construction of livestock
waste handling facilities must include a backflow prevention device to prevent
siphoning or gravity flow of livestock waste in the opposite direction of
intended use.
b) In
addition to the requirements listed in this Section, livestock waste handling
facilities must be designed and constructed according to the following:
1) Concrete livestock waste storage tanks
must be designed and constructed in compliance with MidWest Plan Service
Concrete Manure Storages Handbook, MWPS-36, or, in the case of circular
concrete tanks, Circular Concrete Manure Tanks, MWPS TR-9.
2) Components of livestock waste handling
facilities that temporarily hold or transport waste for liquid and solid
separation, including settling basins and settling tanks, must be designed and
constructed in compliance with MidWest Plan Service Livestock Waste Facilities
Handbook, MWPS-18, or NRCS Waste Storage Structure, IL313.
3) Components of livestock waste handling
facilities holding semi-solid waste, including picket dam structures, must be
designed and constructed in compliance with MidWest Plan Service Livestock
Waste Facilities Handbook, MWPS-18, or similar standards used by the
USDA-NRCS.
4) Components of
livestock waste handling facilities holding solid waste, including temporary
manure stacks, must be designed and constructed in compliance with MidWest Plan
Service Livestock Waste Facilities Handbook, MWPS-18, or similar standards used
by the USDA-NRCS, including Waste Storage Structure, IL313.
5) Holding ponds used for the storage of
livestock feedlot run-off and waste storage ponds must be designed and
constructed in compliance with MidWest Plan Service Livestock Waste Facilities
Handbook, MWPS-18, or similar standards used by the USDA-NRCS, including Waste
Holding Pond, IL425.
c)
In areas where the seasonal high water table may encroach upon the bottom of
the livestock waste storage structure, a perimeter foundation drainage tubing
must be installed as follows:
1) The drainage
tubing must be located at a horizontal distance that provides sufficient
drainage to maintain the water table elevation below the bottom of the
footings.
2) The tubing must drain
freely to a surface water outlet or subsurface drainage outlet.
3) The tubing must include a sampling port to
allow the monitoring, sampling, and reporting of any discharge from the tubing
in compliance with 8 Ill. Adm. Code 900.Subpart E.
4) The owner or operator must take necessary
measures to divert the discharge from the drainage tubing, away from surface
water, if monitoring results under subsection (c)(3) indicate that the tubing
is discharging livestock waste. Such measures must include diverting the flow
to a crop production area naturally lower in elevation than the livestock
facility or providing a manhole with a gate valve that could be closed in an
emergency.
d) The owner
or operator of the livestock waste handling facility may, upon written request
and with written approval from the Department, modify or exceed these standards
to meet site specific objectives. The owner or operator must demonstrate that
such modification will be at least as protective of the groundwater, the
surface water, and the structural integrity of the livestock waste handling
facility as the requirements of this Part.