Register November 2010 No. 659
Chapter NR 218
METHOD AND MANNER OF SAMPLING
NR 218.05 Methods for measuring flow.
NR 218.06 Calibration of flow measuring devices.
NR 218.07 Location of sampling points.
NR 218.08 Size of samples.
NR 218.09 Storage of samples.
NR 218.10 Frequency of sampling.
NR 218.11 Method of sampling.
NR 218.01
NR 218.01
Purpose. The purpose of this chapter is to prescribe the appropriate method and manner of obtaining samples of effluents discharged from point sources in compliance with the monitoring requirements of
ch. 283, Stats., and Wisconsin pollutant discharge elimination system (WPDES) permits issued pursuant thereto.
NR 218.01 History
History: Cr.
Register, June, 1976, No. 246, eff. 7-1-76.
NR 218.03
NR 218.03
Applicability. This chapter is applicable to and provides more explicit specification of the sampling and monitoring provisions of permits issued pursuant to
ch. 283, Stats. It is also applicable, unless otherwise specifically indicated by the department, to the monitoring requirements of
ch. NR 101 and ss.
283.55 and
299.15, Stats.
NR 218.03 History
History: Cr.
Register, June, 1976, No. 246, eff. 7-1-76.
NR 218.04
NR 218.04
Definitions. The definitions of
ch. NR 205 apply to terms used in this chapter and in WPDES permits not otherwise defined in this section.
NR 218.04(1)
(1) “Process waste” means any water which, during manufacturing or processing, comes into direct contact with or results from the production or use of any raw material, intermediate product, finished product, byproduct, or waste product, and is likely to contain in solution or suspension various components of such raw materials and products.
NR 218.04(2)
(2) “Domestic waste” means the type of waste normally discharged from plumbing facilities in private dwellings and includes, but is not limited to, sanitary, bath, laundry, dishwashing, garbage disposal and cleaning wastes.
NR 218.04(3)
(3) “Municipal waste” means the mixture of domestic, process, and other wastes tributary to any given municipal sanitary sewerage or treatment system.
NR 218.04(4)
(4) “Cooling water” means water which has been used primarily for cooling but which may be contaminated with process waste or airborne material, such as the discharge from barometric condensers or the blowdown from cooling towers.
NR 218.04(5)
(5) “Noncontact cooling water” means wastewater which has not come into contact with any raw material, intermediate or finished product, or waste and has been used in heat exchangers, air or refrigeration compressors or other cooling means where contamination with process waste is not normally expected.
NR 218.04(6)
(6) “Storm water” or “storm runoff” means water resulting from melting snow or rainfall, except that defined in
sub. (7).
NR 218.04(7)
(7) “Contaminated storm water” means a point source discharge of storm water which the department has identified as a significant contributor of pollution in accordance with the definition of s.
283.01 (8), Stats.
NR 218.04(8)
(8) “Continuous effluent” means a discharge which is normally continuous throughout a day or during operating hours in any facility but which may be subject to interruptions or variations in volume.
NR 218.04(9)
(9) “Batch effluent” means a discharge which is periodic and of relatively short duration resulting from batch operations, washup operations, or periodic discharges from tanks, ponds, and recycling systems.
NR 218.04(10)
(10) “Grab sample” means a single sample taken at one moment of time or a combination of several smaller samples of equal volume taken in less than a 2 minute period. Where the term is used in connection with monitoring temperature or pH it means a single measurement.
NR 218.04(11)
(11) “Composite sample” means a combination of individual samples of equal volume taken at approximately equal intervals not exceeding one hour over a specified period of time.
NR 218.04(12)
(12) “24-hour composite sample” means a combination of individual samples taken at intervals of not more than one hour such that the volumes of each of the individual samples and of the combination are proportional to the volumes of flow during each interval and during the 24-hour period respectively.
NR 218.04(13)
(13) “Continuous sample” means a composite of successive individual samples of equal volume taken automatically at equal intervals not exceeding 15 minutes. Where the term is used in connection with monitoring temperature or pH it means continuous in-line recording or monitoring at intervals of not more than 15 minutes.
NR 218.04(14)
(14) “Proportional sample” means a composite of successive individual samples taken during operating or discharge hours, whichever is longer, where the individual samples are taken at frequent intervals not exceeding 15 minutes and are either:
NR 218.04(14)(a)
(a) Such that the volume of each is proportional to the rate of flow at the time it is taken, or
NR 218.04(14)(b)
(b) Are of equal volume and taken at intervals such that there is a constant volume of discharge during each interval.
NR 218.04(15)
(15) “Estimated” used to specify the type of sample for flow measurement, means a reasonable approximation of the average daily flow based on water balance, an uncalibrated weir, or any of the methods included in
s. NR 218.05 (3) (b) disregarding requirements for continuously recording flow.
NR 218.04(16)
(16) “Total daily” used to specify the type of sample for flow measurement, means the determination of daily flow from at least one measurement when daily frequency is specified and 3 measurements in any other specified frequency period using methods appropriate to the type of waste flow involved set forth in
s. NR 218.05, but disregarding requirements for continuously recording flow.
NR 218.04(17)
(17) “Continuous” or “continuously” used to specify the type of sample for flow measurement, means the determination of daily flow at the frequency specified using methods of
s. NR 218.05 (1),
(3) (a) or
(4) appropriate to the type of waste flow involved.
NR 218.04 History
History: Cr.
Register, June, 1976, No. 246, eff. 7-1-76.
NR 218.05
NR 218.05
Methods for measuring flow. NR 218.05(1)
(1) For process waste and for municipal waste at a treatment works, including any bypass, methods of flow measurement shall include continuous recording devices, preferably with integrating capabilities, and shall be one of the following:
NR 218.05(1)(a)
(a) A magnetic flow meter installed in a section of pipe which is full at all rates of flow,
NR 218.05(1)(b)
(b) A Parshall type flume installed in accordance with accepted design practices,
NR 218.05(1)(d)
(d) A sharp edged horizontal crest weir, either straight or with end contractions, installed in accordance with accepted design practices,
NR 218.05(1)(e)
(e) A “V” notch weir installed in accordance with accepted design practices,
NR 218.05(1)(f)
(f) Any other method approved by the department for any specific case in response to a written request for approval filed after the effective date of this chapter.
NR 218.05(2)
(2) For municipal wastes which are overflow or bypass flows from sewerage systems other than at a treatment works, reasonable estimates of rate of flow and duration are acceptable for short term discharges such as those caused by storm water. The department may require installation of a temporary flume or weir where the discharge is continual pending elimination by corrective construction.
NR 218.05(3)(a)
(a) Having a daily heat content above intake equal to or greater than one billion btu, flows are to be measured by;
NR 218.05(3)(a)2.
2. Intake water meter readings where the intake, or a specific portion of it, is used for cooling,
NR 218.05(3)(a)4.
4. Computation from the operating period of one or more calibrated pumps handling the flow;
NR 218.05(3)(b)
(b) Having a daily heat content above intake of less than one billion btu, flows are to be measured by;
NR 218.05(3)(b)2.
2. Calculations from the velocity and cross section of the discharge.
NR 218.05(4)
(4) Cooling water flows are to be measured using any of the methods specified in
sub. (3) (a).
NR 218.05(5)
(5) Contaminated storm water flows may be estimated from the duration and head above the crest of an installed weir. Calibration of such weirs is not necessary.
