NR 812.26(5)(g)(g) Perforation of casing or liner. Well casing or liners with ungrouted annular spaces that cannot be removed from the well or drillhole shall be perforated or ripped in place prior to filling and sealing. When an ungrouted casing or liner is perforated or ripped in place prior to filling and sealing, it shall be completed in accordance with all the following procedures: NR 812.26(5)(g)1.1. The casing pipe or liner shall be perforated using projectiles fired perpendicular to the length of the string of pipe. The perforations shall extend completely through the casing or liner pipe. As an alternative, the casing pipe or liner may be vertically ripped. NR 812.26(5)(g)2.2. Four perforation shots or one rip shall be provided for each 5 feet of casing or liner. NR 812.26(5)(g)3.3. Each perforation shot shall be a minimum of 0.4 inches in diameter. Each rip shall have a minimum width of 0.25 inches and a minimum length of 12 inches. NR 812.26(5)(g)4.4. The orientation of each successive perforation shot or rip shall be rotated by 90 degrees along the string of pipe. NR 812.26(5)(g)5.5. After the well casing or liner has been perforated or ripped, the well shall be filled completely with neat cement from the bottom up to the ground surface. The well shall be filled both inside and outside the string of casing or liner pipe using a pressure grouting method in accordance with the requirements specified in s. NR 812.20. NR 812.26(5)(h)(h) Well or drillhole casing pipe. Except as provided under par. (i), (j), or (k), the well casing pipe or drillhole casing pipe shall be left in place when a well or drillhole is filled and sealed. When the well or drillhole casing pipe is removed under par. (i), (j), or (k), the well or drillhole shall be completely filled and sealed with the sealing material as the well casing pipe is pulled or before it is pulled. Any concrete or neat cement grout that settles in the well or drillhole when the well or drillhole casing pipe is removed shall be replaced. NR 812.26(5)(i)(i) Dry drillholes. Well casing pipe may be removed from a dry drillhole and reinstalled in a well on the same property within 30 days of original drillhole construction. NR 812.26(5)(j)(j) Reconstruction ordered by the department. Well casing pipe may be removed from a well or drillhole as part of reconstruction ordered or requested by the department. The well casing pipe may only be reinstalled on the same property if the reconstruction takes place no later than 120 days after the original construction. NR 812.26(5)(k)(k) Dewatering wells or drillholes. Well casing pipe may be removed from a dewatering well or a drillhole. The removed well casing pipe may only be reused for dewatering wells. NR 812.26(5)(L)(L) Gravel packs. When a well has a gravel pack that extends up to or within 20 feet of the ground surface, at least the top 20 feet of the gravel pack shall be jetted out or removed in some other manner. Once the gravel pack has been removed, the open annular space shall be filled and sealed with neat cement grout or concrete applied with a pressure method injected through a tremie pipe. NR 812.26(5)(m)(m) Well pits. When a well terminating in a pit is filled and sealed, the pit shall also be filled and sealed, except when the pit is an alcove or if the pit will only be used for the purpose of housing valves and the pit complies with s. NR 812.36 (1). The filling of a well pit shall meet all of the following requirements: NR 812.26(5)(m)1.1. All water system features shall be removed from the pit prior to filling and sealing. NR 812.26(5)(m)3.3. One wall of the pit shall be knocked out or perforated with several holes. NR 812.26(5)(m)4.4. The pit shall be filled and sealed with clean native soil less permeable than the soil surrounding the pit. NR 812.26(5)(n)(n) Nonpressurized conduits. When wells having nonpressurized conduits are filled and sealed, the basement end of the conduit shall be permanently sealed with a watertight cap or seal. NR 812.26(6)(a)(a) General. Once obstructions have been removed from a well or a drillhole, the well or drillhole shall be filled and sealed, from the bottom up with the use of a tremie pipe, except where the use of a tremie pipe is specifically exempted. As allowed in this section, all materials used to fill and seal wells and drillholes shall meet the specifications of s. NR 812.11 (15). NR 812.26(6)(b)(b) Use of bentonite chips or pellets. Bentonite chips or pellets may be used to fill and seal wells and drillholes, subject to all of the following restrictions: NR 812.26(6)(b)1.1. Bentonite chips may not be used for wells and drillholes less than 3 inches in diameter. NR 812.26(6)(b)2.2. The total depth may not be deeper than 500 feet and the number of feet of standing water in the well or drillhole may not be more than 350 feet. NR 812.26(6)(b)3.3. Bentonite chips or pellets may not be used for any well or drillhole filled with drilling mud or bentonite slurry. NR 812.26(6)(b)4.4. Any bentonite chips or pellets placed below the water table shall be screened and poured in a manner that prevents bridging. NR 812.26(6)(b)5.5. The depth of bentonite chips or pellets shall be monitored during the filling process, at a minimum of once every calculated 10 bags, to ensure the bentonite chips or pellets are not bridging in the well or drillhole. Any bridge of the bentonite chips or pellets shall be removed. NR 812.26(6)(b)6.6. After installing bentonite chips or bentonite pellets, clear water obtained from an uncontaminated source shall be poured into the well to hydrate the bentonite chips. Water shall be introduced until the water level rises to the top of the well casing and the well will not accept any additional water at the time the individual who performs the filling and sealing operation leaves the site. NR 812.26(6)(c)1.1. Drilled wells and driven point wells larger than 3 inches in diameter shall be filled and sealed with neat cement grout, sand-cement grout, concrete, bentonite chips, or bentonite pellets. NR 812.26(6)(c)2.2. Drilled wells and driven point wells less than or equal to 3 inches in diameter shall be filled and sealed with neat cement grout poured or pumped down the drive pipe or drillhole or by poured bentonite pellets. The use of a tremie pipe is not required. NR 812.26(6)(d)1.1. Drillholes less than 3 inches in diameter that extend below the water table shall be filled and sealed with bentonite pellets, or neat cement grout. NR 812.26(6)(d)2.2. Drillholes less than 3 inches in diameter that do not extend below the water table may be filled and sealed with granular bentonite. NR 812.26(6)(d)3.3. Drillholes 3 inches in diameter or greater shall be filled with drilling mud, cuttings, bentonite pellets, or bentonite chips to fill and seal the drillhole up to 10 feet below ground surface. From the existing ground surface to 10 feet below grade, the drillhole shall be filled with bentonite chips or pellets and hydrated with clear water obtained from an uncontaminated source. NR 812.26(6)(d)4.4. The top 18 inches near the surface may consist of asphalt, concrete, sand and gravel base coarse, or native soil. Sealing material in drillholes completed in agricultural areas may be terminated 30 inches below the ground surface and clean native soil may be placed on top of the settled sealing material to avoid interference with agricultural activities. NR 812.26(6)(e)1.1. Wells completed in bedrock formations shall be filled completely and sealed from the bottom up with neat cement grout, sand-cement grout, concrete, bentonite chips, or pellets except bentonite chips are not allowed for wells and drillholes less than 3 inches in diameter. NR 812.26(6)(e)2.2. Chlorinated sand-free pea gravel may be used to fill and seal an uncontaminated bedrock well deeper than 250 feet. Pea gravel may be poured without the use of a tremie pipe provided the well is sounded at 50-foot intervals to prevent bridging. When using pea gravel, the well shall be filled from the bottom up to 20 feet below the bottom of the casing pipe, or up to the 250-foot depth, whichever is deeper. NR 812.26(6)(e)3.3. When a well extends through the Maquoketa Shale formation, a neat cement grout, concrete, or bentonite chip or pellet plug at least 40 feet thick shall be placed and centered at the contact surface between the Maquoketa Shale and adjacent geologic formations, both above and below. When a well extends through the top of the uppermost Cambrian Sandstone formation or the top of the Eau Claire Formation of the Cambrian Sandstone, a neat cement grout, concrete, or bentonite chip or pellet plug at least 40 feet thick shall be placed and centered at the upper formation boundary whenever these layers are present in the open bedrock drillhole. NR 812.26(6)(f)(f) Drillholes completed in bedrock formations. Drillholes completed into bedrock formations shall be filled and sealed from the bottom up with neat cement grout, sand cement grout, bentonite chips, or bentonite pellets except bentonite chips are not allowed for wells and drillholes less than 3 inches in diameter. NR 812.26(6)(g)1.1. Dug or bored wells shall have the cover removed and the top five feet of curbing or concrete wall removed. Rock curbing may be caved into the drillhole as the well is being sealed only if done in a manner to prevent bridging. The well shall be filled and sealed using clean clay or silt, clean native soil, bentonite chips or pellets, concrete, sand-cement grout, or neat cement grout if constructed in unconsolidated formations. NR 812.26(6)(g)2.2. Dug or bored wells constructed partially or completely into bedrock shall be filled and sealed with neat cement grout, sand-cement grout, concrete, or bentonite chips or pellets to a point at least two feet above the top of the bedrock. The remainder of the well or drillhole may be filled and sealed using any of the materials listed in par. (c) 1. NR 812.26(6)(g)3.3. Dug or bored wells 18 inches in diameter and smaller shall be filled and sealed by means of a tremie pipe, except when bentonite chips or pellets are used or when clean clay or silt or clean native soil is used and the dug or bored well is 25 feet deep or less. NR 812.26(6)(h)(h) Heat exchange drillholes. The filling and sealing of heat exchange drillholes shall be completed according to all of the following requirements: NR 812.26(6)(h)1.1. If the loops for a heat exchange drillhole have not been grouted in place and can be removed from the drillhole, the loops shall be removed before filling and sealing. NR 812.26(6)(h)2.2. If the loop for a heat exchange drillhole has been grouted into the drillhole and cannot be removed, the loop shall be evacuated of all fluids and cement or bentonite grout shall be pumped into the loop. The loops may be left in place after grouting or may be cut off below ground surface. NR 812.26(6)(i)(i) Flowing wells. Materials for filling and sealing a flowing well shall be neat cement or neat cement with approved additives to increase the grout density and shall meet the requirements of s. NR 812.11 (15). The flow of water at the ground surface from a flowing well shall be reduced or stopped prior to filling and sealing using one of the following methods: NR 812.26(6)(i)1.1. Centering a tremie pipe in the drillhole or casing within an inflatable packer. NR 812.26(6)(i)2.2. Extending the well casing to a height above the piezometric surface. NR 812.26(6)(i)3.3. Placing chlorinated sand-free pea gravel in a bedrock well from the bottom of the well to no higher than 40 feet from the bottom of the casing pipe. NR 812.26(6)(i)4.4. Pumping water out of a nearby well completed in the same flowing formation. NR 812.26(7)(7) Well and drillhole filling and sealing reports. NR 812.26(7)(a)(a) A well and drillhole filling and sealing report shall be filed with the department no later than 30 days after the well or drillhole is filled and sealed. NR 812.26(7)(b)(b) The filling and sealing report shall be filed with the department electronically by the person performing the filling and sealing work and shall include all of the following information: NR 812.26(7)(b)1.1. A complete and accurate description of the location of the well or drillhole that was filled and sealed. NR 812.26(7)(b)6.6. The presence of any unused wells or drillholes that are not filled and sealed for which they have knowledge. NR 812.26 HistoryHistory: CR 18-095: r. and recr. Register June 2020 No. 774, eff. 7-1-20; correction in (4) (a) (intro.) made under s. 35.17, Stats., and correction in (6) (i) (intro.) made under s. 13.92 (4) (b) 7., Stats., Register June 2020 No. 774. NR 812.27NR 812.27 Pump installer requirements. A pump installer shall perform pump installing in accordance with all of the following requirements: NR 812.27(1)(1) License requirement. An individual who performs pump installing is required to be a licensed pump installer except that a license is not required for any of the following individuals provided all other requirements of this subchapter are met: NR 812.27(1)(a)(a) An individual who is employed by a licensed pump installer or a person registered as a business to perform pump installing. NR 812.27(1)(b)(b) An individual master plumber licensed under ch. 145, Stats., who is installing a pressure tank. NR 812.27(2)(2) Location requirement. Except when the reporting requirements of s. NR 812.04 (2) are complied with, a pump may not be installed, replaced or serviced in a well that is not properly located according to the minimum location and separation requirements in effect at the time of construction and: NR 812.27(2)(a)(a) According to the minimum location requirements in effect at the time of installation of any potential source of contamination, if the source was installed more recently, or NR 812.27(3)(3) Pits. Existing pits and alcoves shall comply with the conditions of a department approval to construct the pit or alcove, or to the minimum standards of s. NR 812.42 (2). NR 812.27(4)(4) Pitless adapters and units. Pump installers or persons installing pumps shall use approved pitless adapters and pitless units to make subsurface connection to wells as specified in s. NR 812.31. NR 812.27(5)(5) Disinfection and well seals. The pump installer shall disinfect any potable well and water system according to s. NR 812.41 (1) and (2) upon completion of the original pump installation and thereafter, anytime the well is entered for the purpose of measuring or diagnosing any feature or problem with the well or after the well is entered for rehabilitation, redevelopment, reconditioning or cleaning or if the well is entered for the purpose of installing, replacing or repairing any equipment located within the well. Following disinfection, the disinfectant shall be flushed according to s. NR 812.41 (2). The disinfection and flushing shall be completed before the system is placed into service. The pump installer shall seal or cover the well with a vermin–proof cap or seal approved for use under s. NR 812.091. The pump installer may designate the owner, the property lessee, or any other person to flush the system. NR 812.27(6)(6) Water sample collection, analysis and reporting. The pump installer shall collect water samples, submit them to a certified laboratory for analysis, and provide the test results as specified in s. NR 812.46. NR 812.27(7)(7) Notification of contaminated wells. Pump installers shall notify the well owner as soon as practicable, but no later than 48 hours, after the pump installer is informed that the water from the well contains contaminant levels in excess of the standards specified in s. NR 812.06. NR 812.27(8)(8) Bacteria positive wells. Pump installers shall return to the well site to diagnose and attempt to correct a problem when an initial sample from a potable well is positive for coliform bacteria. Corrective action should be taken no later than 10 days after the pump installer is informed of a total coliform bacteria-positive result or prior to the well being placed into service, whichever is later. After corrective action the well shall be disinfected and flushed in accordance with s. NR 812.41 and sampled in accordance with s. NR 812.46 (1). NR 812.27(9)(9) Backflow prevention. Potable water supplies shall be protected to prevent back-flow, back-siphonage and cross-connections according to the requirements in s. SPS 382.41 and s. NR 812.32 (1) (f). NR 812.27(10)(10) Noncompliance. When a pump installer has performed pump installation work not in compliance with this chapter, the pump installer shall return to bring the system into compliance. The pump installer shall pay all costs for bringing the installation into compliance with this chapter, other than those costs that would have been charged for an initially complying installation. NR 812.27(11)(11) Open annular space. A pump installer may not install a pump in a well having an open annular space that extends deeper than twice the depth of the pitless adapter or pitless unit. When an annular space is open to a depth greater than this depth, the pump installer shall inform the well driller so that the well driller knows to return to the job site and seal the annular space according to s. NR 812.20. The pump installation shall not be completed until the well driller has resealed the annular space. If the annular space is open to a depth less than or equal to twice the depth of the pitless adapter, the pump installer may seal the open annular space with an approved granular bentonite hydrated with clear water from an uncontaminated source. NR 812.27(12)(a)(a) When required to measure well casing pipe depth by this chapter or at the request of the department, the pump installer shall document the measurement on a form specified by the department and submit the form to the well owner and the department no later than 30 days after performing the measurement. NR 812.27(12)(b)(b) The pump installer shall provide complete and accurate information on the form, including well owner information, well location, well casing pipe depth, total well depth, and distances to potential contaminant sources. NR 812.27 HistoryHistory: Cr. Register, January, 1991, No. 421, eff. 2-1-91; am. (2), (4) to (6), cr. (8) and (9), Register, September, 1994, No. 465, eff. 10-1-94; correction in (9) made under s. 13.93 (2m) (b) 7., Stats., Register, September, 1996, No. 489; correction in (9) made under s. 13.92 (4) (b) 7., Stats., Register December 2011 No. 672; CR 13-099: am. (5), r. and recr. (6), am. (8), (9), cr. (10), (11) Register September 2014 No. 705, eff. 10-1-14; CR 18-095: cr. (intro.), r. and recr. (1), am. (3), (5), r. and recr. (6), am. (7), r. and recr. (8), cr. (9) (title), (10) (title), am. (11), cr. (12) Register June 2020 No. 774, eff. 7-1-20; correction in (1) (b) made under s. 35.17, Stats., Register June 2020 No. 775. NR 812.28NR 812.28 Pump installation equipment and supply pipe. Pump installation products and equipment may not be used unless they are approved for use under s. NR 812.091. Pump discharge and supply piping shall conform to the requirements specified in s. NR 812.11 for steel pipe or shall conform to the requirements in the “Pipe and Tubing for water services and private water mains” table in s. SPS 384.30, except that Type M copper pipe may not be installed underground. Pipe used for year-round installations shall be protected from freezing. Lead-based solder for pipe connections may not be used. Limitations on the use of plastic pipe are found in s. SPS 384.30. Plastic pipe may not be used for buried pipe in soils known to be contaminated with volatile organic chemicals. Plastic pipe may be used as drop pipe installed within a well or for discharge piping between the well and the building served, provided it meets standards specified in s. SPS 384.30 and has a minimum pressure rating of 150 pounds per square inch. When plastic pipe extends through the seal of a well with an above-ground discharge, the portion of the plastic pipe extending above-ground from the well shall be protected from sunlight or the plastic pipe used shall be of the type with inhibitors recommended for use in direct sunlight. NR 812.28 NoteNote: The department recommends the installation of torque arresters on the drop pipe for submersible pumps. The department recommends that galvanized pipe not be used when the water quality is known to be corrosive.
NR 812.28 HistoryHistory: Cr. Register, January, 1991, No. 421, eff. 2-1-91; am. Register, September, 1994, No. 465, eff. 10-1-94; corrections made under s. 13.93 (2m) (b) 7., Stats., Register, May, 2000, No. 533; correction made under s. 13.92 (4) (b) 7., Stats., Register December 2011 No. 672; CR 13-099: am. Register September 2014 No. 705, eff. 10-1-14; CR 18-095: am. Register June 2020 No. 774, eff. 7-1-20. NR 812.29(1)(1) Except as provided in sub. (3), a pump installer shall ensure that the watertight well casing pipe for a well terminates at least 12 inches above the established ground surface, above a pumphouse or building floor or above any concrete or asphalt platform surrounding the well casing. NR 812.29(2)(2) When a low capacity well is located in an area of traffic or where the well terminus is at risk of contact by vehicles, machinery, equipment or any other hazard that poses a significant threat of damage to the well terminus, the well shall be protected from physical damage by either using rigid metal posts or comparable barriers or by terminating it within a driveway ramp constructed in accordance with s. NR 812.36. NR 812.29(3)(3) For a well in a floodplain, the top of a well and an overflow outlet from a flowing well shall terminate at least 2 feet above the regional flood elevation. A pit or alcove may not be installed to enclose a well or pump installation.
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Chs. NR 800- ; Environmental Protection – Water Supply
administrativecode/NR 812.26(6)(d)
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