Section 445A.434 - Minimum design criteria: Leach pads and other nonimpounding surfaces designed to contain and promote horizontal flow of process fluidsLeach pads and other nonimpounding surfaces which are designed to contain, not impound, process fluids and to promote the horizontal flow of process fluids must meet the following requirements:
1. Process fluids must exert only minimal hydraulic head on the liner.2. Containment of process fluids must consist of an engineered liner system which provides containment equal to or greater than that provided by a synthetic liner placed on top of a prepared subbase of 12 inches of native, imported or amended soil, which has a maximum recompacted in place coefficient of permeability: (b) Of 1x10-5 cm/sec when combined with a system for the detection of leaks which must be located at least beneath those portions of the liner which have the greater potential for leakage. The potential for leakage must be determined by: (1) The extent of the hydraulic head exerted on a portion of the liner; and(2) The period of time a portion of the liner is exposed to process fluids.3. If leach pads or other nonimpounding surfaces are located above areas where groundwater is considered near the surface, the Department may require a liner system with a higher level of engineered containment.4. When a material or system which provides hydraulic relief is installed beneath a single liner, including, but not limited to, sand, french drains and geotextiles, regardless of the intent of its design, it must function as a leak detection system and include a means for recovering process fluids.5. Depending on the methods and materials used for their construction, the Department may require all open channels which routinely transport process fluids to be traced by a leak detection system.Nev. Admin. Code § 445A.434
Added to NAC by Environmental Comm'n, eff. 9-1-89-Substituted in revision for NAC 445.24362