SPS 382.51(1)(a)
(a) The minimum slope of the aboveground building sewer shall be 1/8 inch per foot.
SPS 382.51(1)(b)
(b) For manufactured homes, the most upstream point of the building sewer shall be determined at the connection with the building drain installed by the manufactured home manufacturer prior to delivery.
SPS 382.51(2)(a)
(a) Except as provided in pars.
(b) and
(c), the water services and private water mains for a manufactured home or manufactured home community shall comply with s.
SPS 382.40.
SPS 382.51(2)(c)
(c) The curb stop serving an individual manufactured home shall terminate outside the perimeter of the manufactured home.
SPS 382.51(2)(d)
(d) For manufactured homes, the most downstream point of the water service shall be determined at the connection with the water distribution piping by the manufactured home manufacturer prior to delivery.
SPS 382.51(2)(e)
(e) The entire water supply system shall be designed for periodic flushing at a minimum velocity of 3 feet per second per ANSI/AWWA Standard C651, Table 3.
SPS 382.51(3)(a)(a) Frost sleeves for plumbing serving a manufactured home shall conform to all of the following:
SPS 382.51(3)(a)1.
1. Water service and building sewer connections shall be provided with frost sleeves extending to within 6 inches of the top of the below ground horizontal building sewer or water service, or to a depth at least 6 inches below the predicted depth of frost in accordance with Table 382.30-6.
SPS 382.51(3)(b)
(b) Termination of the water service and building sewer shall conform to all of the following:
SPS 382.51(3)(b)1.
1. The manufactured home water service for connection to the manufactured home shall terminate a minimum of 6 inches above the surrounding finished grade.
SPS 382.51(3)(b)2.
2. The manufactured home building sewer for connection to the manufactured home shall terminate a minimum of 4 inches above the surrounding finished grade and may not terminate higher than the water service.
SPS 382.51(3)(c)
(c) The manufactured home water service and building sewer shall be capped or plugged when not connected to a manufactured home.
SPS 382.51 Note
Note: See ch.
SPS 382 Appendix A-382.51 (3) for further explanatory material.
SPS 382.51 History
History: Cr.
Register, February, 1985, No. 350, eff. 3-1-85; r. and recr. Table,
Register, August, 1991, No. 428, eff. 9-1-91
; am. (2) (d),
Register, February, 1994, No. 458, eff. 3-1-94;
CR 02-002: r. and recr.
Register April 2003 No. 568, eff. 5-1-03;
CR 08-055: am.
Register February 2009 No. 638, eff. 3-1-09; correction in (1) (intro.), (c), (2) (a), (b), (3) (a) 1., 3. made under s.
13.92 (4) (b) 7., Stats.,
Register December 2011 No. 672;
CR 23-006: cr. (2) (e) Register September 2023 No. 813, eff. 10-1-23.
SPS 382.60
SPS 382.60 Pipe hangers and supports. The provisions of this section control the types, materials and installation of anchors, hangers and supports for plumbing piping.
SPS 382.60(1)(a)
(a) Strength. Hangers, anchors and supports for piping shall be of sufficient strength to support the piping and its contents. Drain piping shall be considered as being full of water. Underground piers for pipe support shall be of concrete, masonry, plastic or pressure treated wood.
SPS 382.60(1)(b)1.1. Hangers and straps shall be of a compatible material that will reduce the potential for galvanic action with the piping.
SPS 382.60(2)(a)
(a) Piping hangers and anchors shall be securely attached to the building's structure at intervals to support the piping and its contents, but not at intervals greater than those specified in Table 382.60, except PVC used for venting may have a maximum horizontal spacing of 5 feet. The connection of drain piping to a fixture or appliance shall be considered a point of support.
SPS 382.60(2)(b)
(b) Hubless pipe installed in the horizontal position shall be supported within 24" on each side of a joint, unless the joint has an alignment retaining shield.
SPS 382.60(2)(c)
(c) Hangers shall not be attached to a building's structure by means of wood plugs.
SPS 382.60 History
History: Cr.
Register, February, 1985, No. 350, eff. 3-1-85; r. and recr.
Register, May, 1988, No. 389, eff. 6-1-88; r. and recr. Table 82.60,
Register, February, 1994, No. 458, eff. 3-1-94; cr. (2) (d),
Register, December, 2000, No. 540, eff. 1-1-01;
CR 02-002: am. Table
Register April 2003 No. 568, eff. 5-1-03; correction in (2) (a) made under s.
13.92 (4) (b) 7., Stats.,
Register December 2011 No. 672;
CR 23-006: am. (2) (a) Register September 2023 No. 813, eff. 10-1-23. SPS 382.70
SPS 382.70 Plumbing treatment standards. SPS 382.70(1)(1)
Purpose. The purpose of this section is to establish plumbing treatment standards for plumbing systems that supply water to outlets based on the intended use.
SPS 382.70(2)
(2) Scope. The provisions of this section apply to plumbing systems that supply water to outlets.
SPS 382.70 Note
Note: For requirements and specifications for POWTS, refer to ch.
SPS 383.
SPS 382.70 Note
Note: The department of natural resources requires WPDES permits for point source discharges under ch.
283, Stats.
SPS 382.70(3)
(3) General requirements. A plumbing system shall supply water that is of a quality that will protect public health and the waters of the state and be suitable for the intended use.
SPS 382.70 Note
Note: Refer to s.
SPS 382.34 for requirements for wastewater reuse.
SPS 382.70(4)(a)
(a) Except as provided under par.
(b), a plumbing system shall supply a quality of water at the outlet or at the termination of the plumbing system that meets or exceeds the minimum requirements as specified in Table 382.70-1.
SPS 382.70(4)(b)
(b) For an outlet other than a plumbing fixture, appliance or appurtenance, there may be more stringent requirements assigned by a municipality, governmental unit, state agency or the owner of the plumbing system.
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SPS 382.70(5)
(5)
Nonpotable water treatment devices and systems. Devices or equipment used to treat nonpotable water for the uses specified in Table 382.70-1 shall be listed under NSF/ANSI 350 or NSF/ANSI 350-1 by an ANSI accredited, third-party, listing agency acceptable to the department; or be approved by the department in accordance with s.
SPS 384.50.
SPS 382.70(5)(a)
(a)
Design and installation. The design and installation of nonpotable water treatment devices and systems shall conform to s.
SPS 382.34 (3) (a) and include:
SPS 382.70(5)(a)1.
1. `Maintenance and inspection.' A maintenance log shall be created and kept by the system owner and remain onsite. The maintenance log shall be available for inspection upon request and contain the following minimum information:
SPS 382.70(5)(a)2.
2. `Manual.' An installation, operation, and maintenance manual shall be provided to the system owner and remain onsite. The manual shall contain the following minimum information:
SPS 382.70(5)(a)2.a.
a. A detailed diagram of the system showing the location of critical system components.
SPS 382.70(5)(a)3.
3. `Labeling.' Non-potable water systems shall be indelibly labeled in accordance with NSF 350 or NSF 350-1. The labeling shall be plainly visible after installation.
SPS 382.70 History
History: CR 02-002: cr.
Register April 2003 No. 568, eff. 5-1-03;
CR 04-035: am. Table 82.70-1
Register November 2004 No. 587, eff. 12-1-04;
CR 08-055: am. Table 82.70-1
Register February 2009 No. 638, eff. 3-1-09;
CR 10-064: am. Table 82.70-1
Register December 2010 No. 660, eff. 1-1-11; correction in (4) (a) made under s.
13.92 (4) (b) 7., Stats.,
Register December 2011 No. 672;
CR 23-006: am. Table 382.70-1, cr. (5) Register September 2023 No. 813, eff. 10-1-23; correction in (5) (a) 1. made under s. 35.17, Stats., Register September 2023 No. 813.