NR 504.04(3)(f)(f) Within 1,200 feet of any public or private water supply well.
NR 504.04(3)(g)(g) Within 200 feet of a fault that has had displacement in Holocene time.
NR 504.04(3)(h)(h) Within seismic impact zones.
NR 504.04(3)(i)(i) Within unstable areas.
NR 504.04(4)(4)Performance standards. No person may establish, construct, operate, maintain or permit the use of property for a landfill if there is a reasonable probability that the landfill will cause:
NR 504.04(4)(a)(a) A significant adverse impact on wetlands as provided in ch. NR 103.
NR 504.04(4)(b)(b) A take of an endangered or threatened species in accordance with s. 29.604, Stats.
NR 504.04(4)(c)(c) A detrimental effect on any surface water.
NR 504.04(4)(d)(d) A detrimental effect on groundwater quality or will cause or exacerbate an attainment or exceedance of any preventive action limit or enforcement standard at a point of standards application as defined in ch. NR 140. For the purposes of design the point of standards application is defined by s. NR 140.22 (1).
NR 504.04(4)(e)(e) The migration and concentration of explosive gases in any landfill structures excluding the leachate collection system or gas control or recovery system components in excess of 25% of the lower explosive limit for such gases at any time. The migration and concentration of explosive gases in the soils outside of the limits of filling within 200 feet of the landfill property boundary or beyond the landfill property boundary in excess of the lower explosive limit for such gases at any time. The migration and concentration of explosive gases in the air outside of the limits of filling within 200 feet of the landfill boundary or beyond the landfill property boundary in excess of the lower explosive limit for such gases at any time.
NR 504.04(4)(f)(f) The emission of any hazardous air contaminant exceeding the limitations for those substances contained in s. NR 445.07.
NR 504.04 HistoryHistory: Cr. January, 1988, No. 385, eff. 2-6-88; am. (1), (2) (a), (b), (3) (intro.), (a), (d), (4) (intro.), (a) (e), r. and recr. (3) (e), cr. (3) (g) to (i), Register, June, 1996, No. 486, eff. 7-1-96; am. (2) (a), Register, May, 1998, No. 509, eff. 6-1-98; CR 05-020: am. (2) (a), (b), (3) (d), (4) (b) and (f) Register January 2006 No. 601, eff. 2-1-06; correction in (4) (f) made under s. 13.92 (4) (b) 7., Stats., Register April 2017 No. 736.
NR 504.05NR 504.05General design and construction criteria.
NR 504.05(1)(1)Unless otherwise specified in this chapter, the minimum design criteria in ss. NR 504.06 to 504.09 apply to all new landfills and to the expansion of existing landfills for which the plan of operation was approved after July 1, 1996, as well as to proposed design changes for all landfills which are submitted after July 1, 1996. Landfills designed in substantial conformance with these design criteria are presumed to be capable of meeting the performance standards of s. NR 504.04 (4) (d) regarding groundwater quality.
NR 504.05(2)(2)If the proposed design differs from the requirements in ss. NR 504.06 to 504.09, the applicant shall provide supporting justification for any differences.
NR 504.05(3)(3)The design capacity of all proposed landfills, except landfills that are exempted in s. 289.28 (2), Stats., shall be determined such that the projected operating life of the landfill is not less than 10 years nor more than 15 years. Expansions of existing landfills are not subject to the 10-year minimum design capacity requirement. Waste approved for use in construction of landfill components is not considered part of the design capacity.
NR 504.05 HistoryHistory: Cr. Register, January, 1988, No. 385, eff. 2-6-88; r. and recr., Register, June, 1996, No. 486, eff. 7-1-96.
NR 504.06NR 504.06Minimum design and construction criteria for landfill liners and leachate collection systems.
NR 504.06(1)(1)General.
NR 504.06(1)(a)(a) All major phases of landfills initially accepting municipal solid waste after July 1, 1996, shall be designed with a composite liner and a leachate collection system capable of limiting the average leachate head level on the composite liner to one foot or less during operation and after closure of the landfill, except as provided in s. NR 504.10 (1) (c). The composite liner shall consist of 2 components; the upper component shall consist of a nominal 60-mil or thicker geomembrane liner with no thickness measurements falling below the minimum industry accepted manufacturing tolerances, and the lower component shall consist of a minimum 4 foot thick layer of compacted clay meeting the specifications of s. NR 504.06 (2) (a). The geomembrane component shall be installed in direct and uniform contact with the compacted clay soil component, and the landfill shall meet or exceed the standards in the applicable portions of subs. (2), (3) and (4). All other landfills shall be designed to contain and collect leachate to the maximum practical extent. This shall be accomplished by designing the landfill to meet the standards contained in the applicable portions of subs. (2), (3) and (4), unless the department approves the applicant’s alternative design as per s. NR 504.10, which provides an equivalent or better level of performance than the standards contained in this chapter.
NR 504.06(1)(b)(b) If the applicant does not complete construction of the first major phase of the landfill within 2 years from the date of the plan of operation approval, the applicant shall reapply to the department for approval to construct the landfill. This application does not constitute a feasibility report as defined in s. 289.24, Stats. The department may require additional conditions of approval and require redesign of the landfill in accordance with state-of-the-art design criteria.
NR 504.06(2)(2)Composite or clay lined landfills. All landfills designed with a composite liner or a clay liner shall meet the following requirements:
NR 504.06(2)(a)(a) All clay used in liner construction shall meet the following specifications:
NR 504.06(2)(a)1.1. A minimum of 50% by weight which passes the 200 sieve.
NR 504.06(2)(a)2.2. A saturated hydraulic conductivity of 1x10-7 cm/sec or less, when compacted to required moisture contents and densities based on the modified Proctor method, standard Proctor method, or a line of optimums method approved by the department.
NR 504.06(2)(a)3.3. An average liquid limit of 25 or greater with no values less than 20.
NR 504.06(2)(a)4.4. An average plasticity index of 12 or greater with no values less than 10.
NR 504.06(2)(b)(b) The separation distance between the seasonal high groundwater table and the bottom of the clay component of a composite liner or a clay liner shall be at least 10 feet except for zone-of-saturation landfills.
NR 504.06(2)(c)(c) The separation distance between the top of the bedrock surface and the bottom of the clay component of a composite liner or a clay liner shall be at least 10 feet.