SECTION 252:515-11-71. Liner construction standards

Latest version.

(a)   Thickness and permeability. An in-situ liner installed at a C&D landfill must:
(1)   be at least five feet thick with a hydraulic conductivity no greater than 1.0 x 10^-5 cm/sec; and
(2)   meet the requirements of and be constructed in accordance with this Part and the approved QA/QC plan.
(b)   Verification of soils. Sufficient types and numbers of borings, excavations and tests shall be conducted to assure that the in-situ materials will meet the thickness and permeability requirements of (a)(1) of this Section for the bottom and sides of the disposal area.

[Source: Added at 20 Ok Reg 1151, eff 6-1-03]

                    
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