Wis. Admin. Code Department of Natural Resources § NR 512.12 - Waste and leachate characterization
(1) INDUSTRIAL
WASTES. Unless otherwise approved, the physical and chemical characteristics of
any high volume industrial waste such as a foundry process waste, papermill
sludge, utility coal-ash waste, and other non-municipal waste that is
anticipated to individually constitute more than 5% of the total proposed
design capacity and leachates shall be analyzed and described. When more than
one waste is generated, testing shall be performed on each waste stream. All
leaching tests shall be done in accordance with published test procedures.
Physical tests shall be done in accordance with ASTM standards or published
test procedures. All testing procedures shall be documented. The proposed
testing program including the leaching test method, the leaching media, the
parameters to be analyzed for and the detection limits for each parameter
specified should be discussed with the department prior to initiation of the
work. Actual field leachate data may be substituted for chemical
characterization data of an industrial waste if the data are from an existing
monofill that contains waste similar to that which is to be placed into the
proposed landfill and if approved in writing by the department.
(2) MUNICIPAL WASTES. Actual field leachate
data from existing landfills of similar size, design and waste type or an
estimate of the anticipated leachate strength and quality available from
department files shall be included for all landfills for the disposal of
municipal solid waste.
(3) LEACHATE
GENERATION. The estimated daily volume of leachate that will be collected
during operations and after closure shall be calculated. Unless otherwise
approved by the department, the following rates shall be used to calculate the
leachate volumes:
(a) A minimum of 6 inches
per year shall be used for all unclosed areas of the proposed limits of filling
for landfills that will have a composite liner and a minimum of 4 inches per
year shall be used for all unclosed areas of the proposed limits of filling for
landfills that will not have a composite liner.
(b) One inch per year shall be used for all
closed areas of the proposed limits of filling for landfills that will have a
composite cap and a minimum of 3 inches per year shall be used for all closed
areas of the proposed limits of filling for landfills that will not have a
composite cap.
Notes
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