NR 214.03(15)
(15) “Food-chain crop" means a crop grown for human consumption or pasture, forage and feed grains for animals whose products are consumed by humans. Tobacco is considered a crop grown for human consumption.
NR 214.03(16)
(16) “Groundwater" means any of the waters of the state, as defined in s.
281.01 (18), Stats., occurring in a saturated subsurface geological formation of rock or soil.
NR 214.03(17)
(17) “Groundwater monitoring" means measuring the groundwater level and analyzing samples of water taken from the ground.
NR 214.03(19)
(19) “Hydraulic application rate" means the volume of liquid waste evenly spread over a designated acreage of the land treatment system divided by a period of time as specified in the WPDES permit. The rate is calculated by dividing the volume discharged during the waste loading period by the acreage of land loaded and then dividing by the total time in the load/rest cycle.
NR 214.03(21)
(21) “Infiltration rate" means the rate of liquid movement through the soil surface into the ground.
NR 214.03(22)
(22) “Incorporation" means the mixing of a waste with topsoil by injecting, discing, moldboard plowing, chisel plowing or rotary tilling to a minimum depth of 4 inches.
NR 214.03(23)
(23) “Intensity of application" means the instantaneous rate, reported as inches per hour, at which liquid waste is applied to land.
NR 214.03(24)
(24) “Land treatment system" means a system that utilizes the physical, chemical and biological abilities of the soil to decompose pollutants in the wastes. Land treatment systems include:
NR 214.03(24)(f)
(f) Landspreading systems for liquid wastes or organic by-product solids,
NR 214.03(24)(h)
(h) Any other land area receiving liquid wastes, by-product solids or sludge discharges.
NR 214.03(26)
(26) “Landspreading system" means a system where a controlled quantity of liquid waste or by-product solid is uniformly applied onto, or incorporated into, the soil surface of designated sites by means of a vehicle with a spreader bar, spray gun or subsurface injector. The wastes are to be applied for the benefit of the vegetative cover. Landspreading systems also include those systems where liquid wastes are occasionally applied through temporary irrigation piping at a frequency similar to that of application by vehicles.
NR 214.03(27)
(27) “Liquid waste" means process wastewater and waste liquid products, including silage leachate, whey, whey permeate, whey filtrate, contact cooling water, cooling or boiler water containing water treatment additives, and wash water generated in industrial, commercial and agricultural operations which result in a point source discharge to a land treatment system.
NR 214.03(28)
(28) “Load/rest cycle" means a schedule of operation in which a certain volume of waste is loaded on a portion of the treatment system and then that portion is rested to allow the soil to reaerate and the soil micro-organisms to break down the waste material.
NR 214.03(29)
(29) “Nested well system" means a group of 2 or more wells installed within 10 feet of each other at the ground surface and constructed to varying depths.
NR 214.03(30)
(30) “Overland flow system" means a land treatment system in which the applied wastewater flows uniformly down grassy sloped terrain having very low permeability soils and is collected at the bottom of the slope for subsequent discharge.
NR 214.03(31)
(31) “Permeability" means the rate of liquid movement through a porous medium.
NR 214.03(32)
(32) “Potable water supply well" means a well supplying water for human consumption, sanitary use or food product preparation.
NR 214.03(33)
(33) “Preventive action limit" or “PAL" means a numerical value expressing the concentration of a substance in groundwater which is adopted under s.
160.15, Stats., and s.
NR 140.10,
140.12 or
140.20.
NR 214.03(34)
(34) “Sludge" means the accumulated solids generated during the biological, physical or chemical treatment, coagulation or sedimentation of water or wastewater.
NR 214.03(35)
(35) “Soil" means the unconsolidated material that overlies bedrock and has been physically and chemically derived from organic material or bedrock by nature.
NR 214.03(36)
(36) “Soil moisture holding capacity" means the volume of water available for plant growth in a unit depth of soil. It is measured by the difference in water volume retained in a unit depth of soil between the pore pressures of field capacity (1/10 to P atmospheres) and the wilting point (15 atmospheres).
NR 214.03(37)
(37) “Unsaturated zone" means the zone between the land surface and the water table in which the pore spaces contain water at less than atmospheric pressure, as well as air and other gases.
NR 214.03(38)
(38) “Wetland" as defined in s.
23.32 (1), Stats., means an area where water is at, near or above the land surface long enough to be capable of supporting aquatic or hydrophytic vegetation and which has soils indicative of wet conditions.
NR 214.03 History
History: Cr.
Register, June, 1990, No. 414, eff. 7-1-90; corrections in (2), (9), (16) and (18) made under s.
13.92 (4) (b) 6. and
7., Stats.,
Register July 2010 No. 655; correction in (16) made under s.
13.92 (4) (b) 7., Stats.,
Register July 2021 No. 787.
NR 214.04(1)(1)
The discharge of toxic or hazardous substances to land treatment systems shall be prohibited unless the owner or operator demonstrates to the department that the discharge of such pollutants will be in such small quantities that no environmental pollution will result and standards established in ch.
NR 140 will not be exceeded. The demonstration criteria used shall include, but not be limited to: the toxicity of the pollutant or waste, degradability, the usual or potential presence of the pollutant or waste in the existing environment, site characteristics and other relevant factors. This prohibition applies to sludges which are classified as toxic or hazardous wastes.
NR 214.04(2)
(2) The discharge of hazardous wastes to land treatment systems is prohibited as specified in s.
NR 664.0270.
NR 214.04(3)
(3) The underground injection of any pollutant through a well is prohibited as specified in s.
NR 812.20.
NR 214.04(4)
(4) Liquid wastes, sludges or by-product solids that contain viable pathogens, such as those from meat or poultry processing, may not be applied on fields used for growing crops that may be consumed raw by humans.
NR 214.04 History
History: Cr.
Register, June, 1990, No. 414, eff. 7-1-90; correction in (2) made under s.
13.92 (4) (b) 7., Stats.,
Register July 2010 No. 655.
NR 214.05
NR 214.05
Additional limitations. Discharges of industrial liquid wastes, by-product solids and sludges to land treatment systems shall be operated to prevent detrimental effects on surface waters, wetlands and critical habitat areas. The department may impose additional limitations on land treatment systems as follows:
NR 214.05(1)
(1) The requirements of this chapter may be supplemented or superseded by standards or prohibitions for toxic or hazardous substances;
NR 214.05(2)
(2) The requirements of this chapter may be supplemented or superseded by more stringent requirements, including pretreatment requirements, more stringent discharge limitations, and more frequent or stringent effluent or groundwater monitoring requirements, if:
NR 214.05(2)(a)
(a) There is an increased possibility of surface water or groundwater contamination, due to system location, loading rates, soil types, geologic or other conditions;
NR 214.05(2)(b)
(b) The wastewaters contain any substance or concentration of substances not normally associated with the type of discharge identified in s.
NR 214.02 (1); or
NR 214.05 History
History: Cr.
Register, June, 1990, No. 414, eff. 7-1-90.
NR 214.06
NR 214.06
Exemptions from requirements of this chapter. NR 214.06(1)(1)
The department may exempt a land treatment system from specific requirements of this chapter if the owner or operator can demonstrate that the requirement is more stringent than necessary to comply with the provisions of ch.
NR 140 and ch.
160, Stats. As required in s.
160.19 (2), Stats., this chapter defines design and management practice criteria for land treatment systems to minimize the level of substances in groundwater to the extent technically and economically feasible and to comply with the groundwater preventive action limits established in ch.
NR 140. The concepts of matching the waste loading to the soil conditions, uniform wastewater distribution, a load/rest cycle and nutrient removal by crop uptake are essential in order to minimize the groundwater impacts from waste treatment on land. However, there may be site specific factors that determine how these concepts are best applied to a specific facility. To justify an exemption from a requirement of this chapter, the owner or operator shall demonstrate the following:
NR 214.06(1)(a)
(a) That site specific factors, such as pollutant-soil interactions, higher than normal crop nutrient uptake or pollutant dilution, dispersion or degradation within the design management zone, justify an exemption from the requirements of this chapter. The influence of site specific factors shall be demonstrated in an evaluation of the waste loading, hydrogeologic conditions, soil type and treatment capabilities of the site to present grounds for an exemption. Soil investigation information such as that specified in s.
NR 214.20 may be required as part of the treatment system evaluation;
NR 214.06(1)(b)
(b) That increases of substances in the groundwater from land treatment on the site will be minimized to the extent technically and economically feasible; and
NR 214.06(1)(c)
(c) That the applicable groundwater limits will not be exceeded. The following evidence shall be part of the exemption request for each of the following groups of land treatment systems:
NR 214.06(1)(c)1.
1. Existing systems with groundwater monitoring wells. The owner or operator shall demonstrate compliance with the appropriate groundwater standards in all monitoring wells by presenting groundwater monitoring data from the land treatment system. The department may require installation of and data from additional monitoring wells if the groundwater monitoring well network is believed to not adequately represent the impacts from land treatment of wastes on the site.
NR 214.06(1)(c)2.
2. Existing systems without groundwater monitoring wells and flows above 15,000 gpd. The department may require the owner or operator of a system which has had a monthly average liquid waste flow to land treatment equal to, or greater than, 15,000 gallons per day (gpd), anytime during the previous year, to demonstrate compliance with the appropriate groundwater standards by installing a department approved monitoring well system. The monitoring well system installation will be required through the modification or reissuance of the discharge permit for the system.
NR 214.06(1)(c)3.
3. Existing systems without groundwater monitoring wells and flows below 15,000 gpd. The owner or operator of a system which has monthly average liquid waste flows to land treatment of less than 15,000 gpd shall demonstrate that granting the exemption will result in the treatment system having a low potential for exceeding the groundwater standards of ch.
NR 140. The department shall require all feasible upgrading and operational improvements that will optimize the performance of the existing land treatment system and minimize groundwater impacts. Such improvements may include, but are not limited to, operational changes, site modifications and minimizing the waste loading. Systems in this size category that the department judges as having a high potential for groundwater contamination will be required to install a groundwater monitoring well system. The department shall consider pollutant loading rates, soil types and system location in assessing the potential for groundwater contamination.
NR 214.06(1)(c)4.
4. New or expanded land treatment systems. The owner or operator of a new or expanded land treatment system may utilize information from research studies, literature or similar existing land treatment systems in the demonstration for a variance. The department may require the installation of a groundwater monitoring well network to check for groundwater impacts from land treatment on the site.
NR 214.06(2)
(2) Submitting an exemption request. The owner or operator of a land treatment system shall request an exemption from a requirement of this chapter by submitting facts to the department:
NR 214.06(2)(a)
(a) In the application for issuance, reissuance or modification of a WPDES permit, or
NR 214.06(2)(b)
(b) In plans and specifications for a new or expanded land treatment system or during the 90-day plan approval period as specified in s.
281.41, Stats., or
NR 214.06(2)(c)
(c) During the 30-day public comment period following public notice by the department of intent to issue, reissue or modify a WPDES permit under s.
283.31, Stats., or
NR 214.06(3)
(3) Written exemptions. All exemptions issued under this section shall be granted in writing.
NR 214.06 History
History: Cr.
Register, June, 1990, No. 414, eff. 7-1-90; correction in (2) (c) made under s.
13.92 (4) (b) 7., Stats.,
Register July 2010 No. 655.
NR 214.07
NR 214.07
Exemptions from groundwater standards. NR 214.07(1)(1)
Land treatment systems shall be designed and operated to minimize the level of substances in the groundwater and to prevent exceedence of the groundwater preventive action limits (PAL) to the extent technically and economically feasible. Groundwater preventive action limits are listed in ss.
NR 140.10 and
140.12.
NR 214.07(2)
(2) Responses when the preventive action limit is exceeded. For a facility where a PAL has been exceeded in a groundwater monitoring well, the department may require a variety of responses as listed in Table 5 of ch.
NR 140, such as requiring a change in the operation or design of the treatment system, requiring clean-up of the groundwater, or granting an exemption from the limit in accordance with s.
NR 140.28. An exemption may be granted only after the department determines that the concentration of the substance in the groundwater has been minimized to the extent technically and economically feasible. Best management practices, waste reduction, wastewater pretreatment and alternative treatment systems used by other dischargers within the same industrial category will be considered in making the determination of what is technically and economically feasible.
NR 214.07(3)
(3) Responses when the enforcement standard is exceeded. For a facility where an enforcement standard has been exceeded at a point of standards application, the department may require a variety of responses as listed in Table 6 of ch.
NR 140, such as requiring a change in the operation or design of the treatment system, requiring an alternate treatment system, requiring clean-up of the groundwater, or requiring closure of the land treatment system. An exemption may be granted in accordance with s.
NR 140.28 only after it has been determined that the background concentration of the substance in the groundwater has caused exceedence of the enforcement standard.
NR 214.07 History
History: Cr.
Register, June, 1990, No. 414, eff. 7-1-90.
NR 214.08
NR 214.08
Abandonment. Land treatment systems which will no longer be used shall be properly abandoned within 2 years of the date on which waste material was last applied. The department may require a plan that includes a procedure to properly identify the presence and characteristics of any accumulated solid matter and provide appropriate removal, disposal, treatment or recycling alternatives in accordance with applicable solid and hazardous waste laws. All recycling, treatment and disposal shall be conducted so as to protect public health and the environment. Unless otherwise directed by the department, soil that has been contaminated by a land treatment system shall be remediated in compliance with ch.
NR 720 when the land treatment system is abandoned. The plan shall also address site restoration and any landscaping that will prevent groundwater impacts, accumulation of standing water or runoff. The department may require groundwater monitoring for a period of time after abandonment of the land treatment system to assess groundwater impacts. The design, installation, construction, abandonment and documentation of all monitoring wells shall be in accordance with the requirements of ch.
NR 141.
NR 214.08 History
History: Cr.
Register, June, 1990, No. 414, eff. 7-1-90; am.,
Register, April, 1994, No. 460, eff. 5-1-94; am.,
Register, March, 1995, No. 471, eff. 4-1-95.
NR 214.09
NR 214.09
Sampling and analytical methods. Unless otherwise specified in the WPDES permit for a land treatment system:
NR 214.09(1)
(1) The procedures for measuring flow and taking samples of discharges shall be those in ch.
NR 218,
NR 214.09(2)
(2) The methods of analysis for substances contained in discharges shall be those specified in ch.
NR 219, and
NR 214.09(3)
(3) All laboratory monitoring data which is submitted to the department shall include a certification that the laboratory adhered to the provisions of ch.
NR 149, which specifies minimum requirements and criteria for laboratory methodology, quality control procedures, and records keeping procedures.
NR 214.09 History
History: Cr.
Register, June, 1990, No. 414, eff. 7-1-90.
NR 214.10
NR 214.10
General permits. Under s.
283.35, Stats., the department may issue a general or statewide WPDES permit for discharges from specified categories or classes of point sources. The department is considering the issuance of general WPDES permits to cover certain classes of land treatment systems, such as low volume liquid waste or by-product solid landspreading. Information to determine eligibility for coverage under a general WPDES permit shall be submitted before the facility is authorized by the department to discharge under the general permit. Any person who has an individual WPDES permit for a discharge is not covered by a general WPDES permit for that discharge. The department may withdraw a discharge from the coverage of a general WPDES permit and issue an individual WPDES permit pursuant to s.
283.35, Stats., on its own motion, or upon the petition of any general permittee, affected state, or 5 or more persons affected by the disposal practices of a general permittee. If the department determines that a discharge covered by a general WPDES permit is better regulated by a specific WPDES permit, it shall notify the affected person in writing of the need to apply for a specific permit and shall provide the person with an application form. Any person so notified shall submit that application form within 60 days of receipt of the notice and application form.
NR 214.10 History
History: Cr.
Register, June, 1990, No. 414, eff. 7-1-90.
NR 214.12(1)(a)(a) The absorption pond system shall be located at least 500 feet from the nearest inhabited dwelling, except that this distance may be reduced with the written consent of any affected owners and occupants. The department may require a greater distance depending on the potential for aesthetic and public health impacts.
NR 214.12(1)(b)
(b) The system shall be located at least 1,000 feet from a well serving a community public water supply system and at least 250 feet from other potable water supply wells.
NR 214.12(1)(c)
(c) The bottom of the absorption pond shall be at least 5 feet from bedrock and the calculated groundwater level. The calculated groundwater level is the elevation of the natural groundwater level plus the calculated mound height.
NR 214.12(1)(d)
(d) The system may not be located in the floodway as specified in ch.
NR 116. Any system located in the floodplain shall conform to ch.
NR 116 and may not be operated when the floodplain is flooded.
NR 214.12(1)(e)
(e) Systems shall be constructed in locations other than groundwater recharge areas, whenever possible.
NR 214.12(2)(a)(a) Absorption pond systems shall consist of either 2 or more cells which can be alternately loaded and rested, or one cell preceded by an effluent storage or stabilization pond system. Where only one cell is provided, the storage or stabilization pond shall be operated on a fill and draw basis and have sufficient capacity to allow intermittent loading of the absorption pond.
NR 214.12(2)(b)
(b) In systems with more than one cell, the wastewater distribution system shall be arranged so that individual cells within the absorption pond system can be taken out of service for resting without interrupting the discharge to the remaining cells.
NR 214.12(2)(c)
(c) The wastewater discharge system shall be designed to provide even distribution and prevent erosion of the pond bottom.
NR 214.12(2)(d)
(d) The shape of each absorption cell shall be such that there are no narrow or elongated portions and no islands, peninsulas or coves.
